Instructions for use. Edge-supported shoring units E+S.

Transcription

1 Instructions for use Edgesupported shoring units E+S wwwesveraucom

2 Tale of contents System overview3 Occupational safety and general remarks according to DIN EN /25 Technical data sheet edgesupported shoring units (ES)7 LightweightBoxes LBR8 MediumBoxes11 MagnumBoxes14 Linear ox17 Sheet pile element (efore 09/2009)20 Manhole22 Dragox24 Accessories / spares for E+S compact shoring systems26 Assemly instructions for spacer ars28 Installation instructions for edge and centersupported shoring units29 Instructions for removing edge and centersupported shoring systems34 Assemly instructions for the linear ox36 Installation instructions for sheet piling element shoring40 Installation instructions for Dragox shoring42 Imprint45 2

3 System overview edgesupported shoring units (ES) LightweightBoxes MediumBoxes Shoring length 2,00 m 3,50 m Shoring length 2,00 m 4,50 m Height ase unit 1,60 m / 1,95 m / 2,25 m / 2,40 m Height ase unit 2,60 m Height top unit 0,96 m / 1,32 m Height top unit 1,32 m / 2,00 m Pipe culvert height 0,81 m / 1,16 m / 1,19 m / 1,34 m Pipe culvert height 1,45 m Weight 745 kg 1540 kg Weight 1460 kg 2780 kg Designation for ase module B conforming to EN : ES B SV C XX 2,00 / 3,50 x 1,60 / 1,95 / 2,25 / 2,40 x 0,08 0,64 / 4,38 0,81 / 1,34 17,5 / 23,0 0,75 / 1,54 Designation for ase module B conforming to EN : ES B SV C XX 2,00 / 4,50 x 2,60 x 0,09 / 0,78 / 4,52 1,45 34,1 1,46 / 2,78 MagnumBoxes LinearBoxes Technical contents are suject to change Pulishing date 15/01/2013 Shoring length 2,00 m 6,84 m Height ase unit 3,15 m / 4,00 m Height top unit 1,32 m / 1,44 m / 2,00 m Pipe culvert height 1,75 m / 2,00 m / 2,46 m Weight 1860 kg 7130 kg Designation for ase module B conforming to EN : ES B SV C XX 2,00 / 6,84 x 3,15 / 4,00 x 0,08 / 0,16 0,78 / 4,62 1,75 / 2,46 25,8 / 34,1 1,86 / 7,13 Shoring length 3,40 m / 3,70 m / 4,00 m / 4,50 m Height ase unit 3,00 m Height top unit 1,32 m / 2,00 m Pipe culvert height variale Weight 2050 kg 2940 kg Designation for ase module B conforming to EN : ES B SN F XX 3,40 / 3,70 / 4,00 / 4,50 x 3,00 x 1,00 0,94 / 3,14 variale 34,10 2,05 / 2,94 Usage instruction edgesupported shoring units E+S 3

4 Sheet pile element (efore 09/2009) Manhole Shoring length 3,40 m / 3,63 m / 4,03 m Shoring length 2,50 m / 3,00 m / 3,50 m Height sheet pile element 0,97 m Height ase unit 2,60 m Pipe culvert height variale Height top unit 1,50 m Weight 1884 kg 2163 kg Pipe culvert height 1,45 m Weight 2260 kg 2710 kg Designation for ase module B conforming to EN : GV B SV C XX 3,40 / 3,63 / 4,03 x 0,97 x 0,30 0,78 / 4,52 variale 1,88 / 2,16 Designation for ase module B conforming to EN : ES B SV F XX 2,50 / 3,00 / 3,50 x 2,60 x 1,69 / 5,43 1,45 34,10 2,26 / 2,71 Dragox Shoring length 3,70 m / 4,25 m / 5,08 m Height ase unit 3,00 m / 3,15 m Height towing plate 2,60 m Pipe culvert height max 2,00 m Weight 2745 kg 3790 kg Designation for ase module B conforming to EN : DB B SN F XX 3,70 / 4,25 / 5,08 x 3,00 / 3,15 x 0,1 / 0,12 1,00 / 4,30 2,00 34,10 2,75 / 3,79 Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

5 Occupational safety and general remarks according to DIN EN /2 Lifting, handling, pulling, dragging Handling should e carried out as close to the ground as possile Slings (chain type and thickness, load hooks) must e chosen to suit the weight eing handled (eg trench ox or slide rail) To prevent the accidental detachment of the load during lifting, pulling or handling, only load hooks with safety catches may e used Particularly when pulling loads, the pulling forces defined in section 7416 in DIN EN 13331/1 must e oserved The load must e slung in such a way that the shoring is in a horizontal position and swinging during handling is reduced to a minimum The shoring must e lowered onto level and firm ground It is prohiited to stand within the pivoting range of the excavator/crane and eneath suspended loads A load operator may only stand to the front left of the excavator, in constant eye contact with the machine operator It is always prohiited to stand within the danger zone Oserve the industrial safety ordinance and the accident prevention regulations for lifting gear Measures to reduce hazards The safety of vehicles and persons on site must e ensured with the aid of cones, warning tape or safety staff specially deployed for this purpose The construction site should e sufficiently marked as such with the aid of warning signs, for instance Technical contents are suject to change Pulishing date 15/01/2013 The risk of instaility as a consequence of wind loads when setting up the shoring on the edge of the trench must e considered The shoring should e secured against accidental impacts and set up in a sufficiently stale position (sufficient width and firm ground) When handling, installing and removing shoring, watch out for overhead power cales On sloping or uneven ground, the shoring should e set up if possile at right angles to the slope Usage instruction edgesupported shoring units E+S 5

6 Reasons for taking parts out of service and instructions for repair Before use, all shoring components must e checked for their correct function Reasons for taking worn or damaged parts out of service include: Missing parts, such as nuts, screws, posts, pins and stailizers Broken parts such as spindles, pins and spreader systems in general If parts are severely deformed or misshapen or if there are holes in panel odies, for instance, the manufacturer should e consulted in cases of dout Faulty parts must e replaced or repaired Minor repairs can e carried out y the user, after consultation with the manufacturer Only original replacement parts from the manufacturer may e used There is no warranty on incorrectly performed repairs and the use of nonoriginal parts The requirements of the industrial safety ordinance apply In all cases of dout, always consult the manufacturer Procedure in the event of an accident In the event of an accident, casualties must e given first aid immediately The scene of the accident must e cordoned off and left unchanged If the injured person is expected to e unfit for work, an accident insurance doctor must e consulted All accidents must e reported immediately to the superior or his deputy The accident must e entered in the accident record ook The currently valid versions of the following documents apply: Provisions of the Civil Engineering Committee of the Accident Insurance Institution DIN 4124 "Baugruen und Gräen" (pits and trenches) DIN EN 13331, Part 1: Product Specifications, Part 2: Assessment y Calculation or Test General safety instructions and the relevant industrial safety ordinances Our products ear the "Geprüfte Sicherheit" (GS) quality seal During installation, the instructions contained in the manufacturer's manual must e referred to and oserved Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

7 Technical data sheet edgesupported shoring units (ES) Technical contents are suject to change Pulishing date 15/01/2013 Usage instruction edgesupported shoring units E+S 7

8 LightweightBoxes LBR I Base unit II Top unit HB Height ase unit HT Height top unit l Length LightweightBoxes (All dimensions in mm) l c c h c t pl Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

9 LightweightBoxes LBR Base units (Height 1,60 m) Art No ,00 2,50 3,00 3,50 t p 0,08 0,08 0,08 0,08 h c 0,81 0,81 0,81 0,81 l c 1,55 2,05 2,55 3,05 G / VP [kg] 372,5 420,0 502,3 538,0 G / Box [kg] 745,0 840,0 1004,5 1076,0 A [m²] 3,20 4,00 4,80 5,60 eh [kn/m²] 70,5 50,9 34,0 24,3 Base units (Height 1,95 m) Art No ,00 2,50 3,00 3,50 t p 0,08 0,08 0,08 0,08 h c 1,16 1,16 1,16 1,16 l c 1,55 2,05 2,55 3,05 G / VP [kg] 422,5 477,5 548,0 617,5 G / Box [kg] 845,0 955,0 1096,0 1235,0 A [m²] 3,90 4,88 5,85 6,83 eh [kn/m²] 58,3 46,6 34,0 24,3 Base units (Height 2,25 m) Art No ,00 2,50 3,00 3,50 t p 0,08 0,08 0,08 0,08 h c 1,19 1,19 1,19 1,19 l c 1,55 2,05 2,55 3,05 G / VP [kg] 515,0 593,5 627,5 730,0 G / Box [kg] 1030,0 1187,0 1255,0 1460,0 A [m²] 4,50 5,63 6,75 7,88 eh [kn/m²] 61,1 48,9 34,0 24,3 Base units (Height 2,40 m) Art No ,00 2,50 3,00 3,50 t p 0,08 0,08 0,08 0,08 h c 1,34 1,34 1,34 1,34 l c 1,55 2,05 2,55 3,05 G / VP [kg] 550,0 635,0 675,0 770,0 G / Box [kg] 1100,0 1270,0 1350,0 1540,0 A [m²] 4,80 6,00 7,20 8,40 eh [kn/m²] 50,6 40,5 34,0 24,3 Top units (Height 0,96 m) Art No ,00 2,50 3,00 3,50 t p 0,08 0,08 0,08 0,08 h c l c 1,55 2,05 2,55 3,05 G / VP [kg] 278,3 316,7 356,5 395,2 G / Box [kg] 556,5 633,3 712,9 790,3 A [m²] 1,92 2,40 2,88 3,36 eh [kn/m²] 70,5 50,9 34,0 24,3 Top units (Height 1,32 m) Technical contents are suject to change Pulishing date 15/01/2013 Art No t p h c ,00 0, ,50 0, ,00 0, ,50 0,08 Extension ars see Accessories / Spares E+S compact shoring systems (page 26) l c 1,55 2,05 2,55 3,05 G / VP [kg] 340,5 390,9 407,9 430,0 G / Box [kg] 681,0 781,8 815,8 860,0 A [m²] 2,64 3,30 3,96 4,62 eh [kn/m²] 70,5 50,9 34,0 24,3 Usage instruction edgesupported shoring units E+S 9

10 LightweightBoxes LBR Trench widths (for cast iron tuular extension ars l = 055 m) Numer of extension ars n max 6 Length extension ars 0,00 0,55 1,10 1,65 2,20 2,75 3,30 c 0,64 1,08 1,19 1,63 1,74 2,18 2,29 2,73 2,84 3,28 3,39 3,83 3,94 4,38 0,80 1,24 1,30 1,70 1,90 2,34 2,45 2,89 3,00 3,44 3,55 3,99 4,10 4,54 Fromto sizes dependent on spindle adjustment range Other trench widths possile y comining the two different extension ar lengths l = 025 m and l = 055 m Larger trench widths availale on request Accessories / Spares see Accessories / Spares E+S compact shoring systems (page 26) l l c c h c t pl Length Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness A G G / VP G / Box eh Area Weight Weight per shoring panel Weight per shoring ox Earth pressure max Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

11 MediumBoxes Technical contents are suject to change Pulishing date 15/01/2013 I Base unit II Top unit HB Height ase unit HT Height top unit l Length MediumBoxes (All dimensions in mm) l c c h c t pl Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness Usage instruction edgesupported shoring units E+S 11

12 MediumBoxes Base units (Height 2,60 m) Art No ,00 2,50 2,90 3,40 3,70 4,00 4,50 t p h c 1,46 1,46 1,46 1,46 1,46 1,46 1,46 l c 1,55 2,05 2,45 2,95 3,25 3,55 4,05 G / VP [kg] 730,0 825,0 908,0 1028,0 1118,0 1257,0 1390,0 G / Box [kg] 1460,0 1650,0 1816,0 2056,0 2236,0 2514,0 2780,0 A [m²] 5,20 6,50 7,54 8,84 9,62 10,40 11,70 eh [kn/m²] 70,0 60,0 55,0 50,8 42,3 44,0 34,2 Top units (Height 1,32 m) Art No ,00 2,50 2,90 3,40 3,70 4,00 4,50 t p h c l c 1,55 2,05 2,45 2,95 3,25 3,55 4,05 G / VP [kg] 463,0 531,0 578,0 658,0 692,0 775,0 820,0 G / Box [kg] 926,0 1062,0 1156,0 1316,0 1384,0 1550,0 1640,0 A [m²] 2,64 3,30 3,83 4,49 4,88 5,28 5,94 eh [kn/m²] 70,0 60,0 55,0 50,8 42,3 44,0 34,2 Top units (Height 2,00 m) Art No ,90 3,40 3,70 t p h c l c 2,45 2,95 3,25 G / VP [kg] 840,0 920,0 1005,0 G / Box [kg] 1680,0 1840,0 2010,0 A [m²] 5,80 6,80 7,40 eh [kn/m²] 55,0 50,8 42,3 Extension ars see Accessories / Spares E+S compact shoring systems (page 26) Trench widths (for cast iron tuular extension ars l = 055 m) Numer of extension ars n max 6 Length extension ars 0,00 0,55 1,10 1,65 2,20 2,75 3,30 c 0,78 1,22 1,32 1,77 1,88 2,32 2,43 2,87 2,98 3,42 3,53 3,97 4,08 4,52 0,98 1,42 1,52 1,97 2,08 2,52 2,63 3,07 3,18 3,62 3,73 4,17 4,28 4,72 Fromto sizes dependent on spindle adjustment range Other trench widths possile y comining the two different extension ar lengths l = 025 m and l = 055 m Larger trench widths availale on request Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

13 MediumBoxes Trench widths (for extension ars HEB 180) 0,000 0,275 0,550 1,100 1,650 2,200 2, ,100 c 0,780 1,220 1,055 1,495 1,330 1,770 1,880 2,320 2,430 2,870 2,980 3,420 4,080 4,520 0,980 1,420 1,255 1,695 1,530 1,970 2,080 2,520 2,630 3,070 3,180 3,620 4,280 4,720 Fromto dimensions depend on the spindle adjustment range Other trench widths are possile y comining different HEB lengths Larger trench widths are availale on request Accessories / Spares see Accessories / Spares E+S compact shoring systems (page 26) l l c c h c t pl Length Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness A G G / VP G / Box eh Area Weight Weight per shoring panel Weight per shoring ox Earth pressure max Technical contents are suject to change Pulishing date 15/01/2013 Usage instruction edgesupported shoring units E+S 13

14 MagnumBoxes I Base unit II Top unit HB Height ase unit HT Height top unit l Length MagnumBoxes (All dimensions in mm) l c c h c t pl Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

15 MagnumBoxes Base units (Height 3,00 m) Art No A ,00 2,50 2,90 3,40 3,70 4,00 5,08 6,84 t p 0,12 0,16 h c 2,01 2,01 2,01 2,01 2,01 2,01 2,01 1,75 l c 1,55 2,05 2,45 2,95 3,25 3,55 4,63 6,38 G / VP [kg] 865,0 970,0 1060,0 1165,0 1230,0 1390,0 1686,0 3565,0 G / Box [kg] 1730,0 1940,0 2120,0 2330,0 2460,0 2780,0 3372,0 7130,0 A [m²] 6,30 7,50 8,70 10,20 11,10 12,00 15,24 21,55 eh [kn/m²] 69,5 55,7 48,0 41,0 37,7 35,8 28,6 25,8 Base units (Height 4,00 m) Art No A 3,15 3,40 t p h c 2,46 2,46 l c 2,70 2,95 G / VP [kg] 1385,0 1568,0 G / Box [kg] 2770,0 3136,0 A [m²] 12,60 13,60 eh [kn/m²] 46,0 41,0 Top units (Height 1,32 m) Art No ,00 2,50 2,90 3,40 3,70 4,00 5,08 t p 0,12 h c l c 1,55 2,05 2,45 2,95 3,25 3,55 4,63 G / VP [kg] 463,0 531,0 578,0 658,0 692,0 775,0 1110,0 G / Box [kg] 926,0 1062,0 1156,0 1316,0 1384,0 1550,0 2220,0 A [m²] 2,64 3,30 3,83 4,49 4,88 5,28 6,71 eh [kn/m²] 70,0 60,0 55,0 50,8 42,3 44,0 34,2 Top units (Height 1,44 m) Art No ,84 t p 0,16 h c l c 6,38 G / VP [kg] 1505,0 G / Box [kg] 3010,0 A [m²] 9,85 eh [kn/m²] 25,8 Top units (Height 2,00 m) Art No ,90 3,15 3,40 3,70 t p h c l c 2,45 2,70 2,95 3,25 G / VP [kg] 840,0 860,0 920,0 1005,0 G / Box [kg] 1680,0 1720,0 1840,0 2010,0 A [m²] 5,80 6,30 6,80 7,40 eh [kn/m²] 55,0 60,7 50,8 42,3 Technical contents are suject to change Pulishing date 15/01/2013 Extension ars see Accessories / Spares E+S compact shoring systems (page 26) Usage instruction edgesupported shoring units E+S 15

16 MagnumBoxes Trench widths (for cast iron tuular extension ars l = 055 m) Anz ZwSt n max 6 l ZwSt 0,000 0,550 1,100 1,650 2,200 2,750 3,300 c 0,78 1,22 1,33 1,77 1,88 2,32 2,43 2,87 2,98 3,42 3,53 3,97 4,08 4,52 for ase element h = 3,15 m element l = 4,00 m 0,98 1,42 1,53 1,97 2,08 2,52 2,63 3,07 3,18 3,62 3,73 4,17 4,28 4,72 element l = 5,08 m 1,02 1,46 1,57 2,01 2,12 2,56 2,67 3,11 3,22 3,66 3,77 4,21 4,32 4,76 element l = 6,84 m 1,10 1,54 1,65 2,09 2,20 2,64 2,75 3,19 3,30 3,74 3,85 4,29 4,40 4,84 c 0, ,43 1,87 1,98 2,42 2,53 2,97 3,08 3,52 3,63 4,07 4,18 4,62 Fromto sizes dependent on spindle adjustment range Other trench widths possile y comining the two different extension ar lengths l = 025 m and l = 055 m Larger trench widths availale on request Trench widths (for extension ars HEB 180) for ase element h = 4,00 m element l = 3,15 m 1,04 1,48 1,59 2,03 2,14 2,58 2,69 3,13 3,24 3,68 3,79 4,23 4,34 4,78 Element l = 3,40 m 1,08 1,52 1,63 2,07 2,18 2,62 2,73 3,17 3,28 3,72 3,83 4,27 4,38 4,82 Anz ZwSt n l ZwSt 0,000 0,275 0,550 1,100 1,650 2,200 3,300 c 0,78 1,22 1,055 1,495 1,33 1,77 1,88 2,32 2,43 2,87 2,98 3,42 4,08 4,52 for ase element h = 315 m element l = 400 m 0,98 1,42 1,255 1,695 1,53 1,97 2,08 2,52 2,63 3,07 3,18 3,62 4,28 4,72 element l = 5,08 m 1,02 1,46 1,295 1,735 1,57 2,01 2,12 2,56 2,67 3,11 3,22 3,66 4,32 4,76 Fromto dimensions depend on the spindle adjustment range Other trench widths are possile y comining different HEB lengths Larger trench widths are availale on request element l = 684 m 1,10 1,54 1,375 1,815 1,65 2,09 2,20 2,64 2,75 3,19 3,30 3,74 4,40 4,84 c 0, ,155 1,595 1,43 1,87 1,98 2,42 2,53 2,97 3,08 3,52 4,18 4,62 for ase element h = 400 m element l = 315 m 1,04 1,48 1,315 1,755 1,59 2,03 2,14 2,58 2,69 3,13 3,24 3,68 4,34 4,78 Element l = 340 m 1,08 1,52 1,355 1,795 1,63 2,07 2,18 2,62 2,73 3,17 3,28 3,72 4,38 4,82 Accessories / Spares see Accessories / Spares E+S compact shoring systems (page 26) Anz ZwSt l ZwSt l l c c h c Numer of extension ars Total extension ar length Length Max pipe length Shoring / trench width Inner width Vertical clearance t pl A G G / VP G / Box eh Panel thickness Area Weight Weight per shoring panel Weight per shoring ox Max soil pressure Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

17 Linear ox Technical contents are suject to change Pulishing date 15/01/2013 I Base unit with oogie car l Length II LinearBox oogie car (ase unit) l c Pipe culvert length III Top unit with oogie car Shoring / trench width IV LinearBox oogie car (top unit) c Inner width V Extension h c Pipe culvert height HB Height ase unit t pl Thickness HT Height top unit (1) Linear ox ase module with top module, (2) Linear ox ase module with top module and extension (All dimensions in mm) Usage instruction edgesupported shoring units E+S 17

18 Linear ox I Base unit with oogie car II LinearBox oogie car (ase unit) III Top unit with struts HB Height ase unit HT Height top unit l Length Linear ox ase module with medium top ox (All dimensions in mm) l c c h c t pl Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

19 Linear ox Boogie car Art No Short description Linear ox oogie car (ase unit) Linear ox oogie car (top unit) 1,38 1,00 G [kg] 170,0 115,0 Base units with oogie car Art No ,40 3,70 4,00 4,50 h 3,00 3,00 3,00 3,00 t p h c variale variale variale variale l c 3,00 3,30 3,60 4,10 G / VP [kg] 1025,0 1089,0 1255,0 1470,0 G / Box [kg] 2050,0 2178,0 2510,0 2940,0 A [m²] 10,20 11,10 12,00 13,50 eh [kn/m²] 48,2 40,9 35,2 27,4 Top units with oogie car Art No ,70 4,00 4,50 h 2,00 2,00 2,00 t p h c variale variale variale l c 3,30 3,60 4,10 G / VP [kg] 822,0 1000,0 1077,0 G / Box [kg] 1644,0 2000,0 2154,0 A [m²] 7,40 8,00 9,00 eh [kn/m²] 40,9 35,2 27,4 Top units with struts Art No ,40 3,40 3,70 3,70 4,00 4,50 h 1,32 2,00 1,32 2,00 1,32 1,32 t p h c l c 2,95 2,95 3,25 3,25 3,55 4,05 G / VP [kg] 658,0 920,0 692,0 1005,0 775,0 820,0 G / Box [kg] 1316,0 1840,0 1384,0 2010,0 1550,0 1640,0 A [m²] 4,49 6,80 4,88 7,40 5,28 5,94 eh [kn/m²] 50,8 50,8 42,3 42,3 44,0 34,2 Extension ars (for ase and top elements with roller unit) see Accessories / Spares E+S compact shoring systems (page 29) Extension ars (for top elements with spreaders) see Accessories / Spares E+S compact shoring systems (page 29) Trench widths Technical contents are suject to change Pulishing date 15/01/2013 l ZwSt 0,000 0,275 0,550 1,100 1,650 2,200 c 0,950 1,225 1,500 2,050 2,600 3,150 1,150 1,425 1,700 2,250 2,800 3,350 Other trench widths possile y comining different IPE lengths Larger trench widths availale on request Accessories / Spares see Accessories / Spares E+S compact shoring systems (page 26) Usage instruction edgesupported shoring units E+S 19

20 Sheet pile element (efore 09/2009) I Sheet pile element II Sheet pile III Extension ar HB Height ase unit L Spr Length strut L ZwSt Length extension ar B KD Width sheet pile l Length Sheet pile element (All dimensions in mm) l c c KD h c t pl D KD Pipe culvert length Shoring width Inner width Shoring width outside / sheet pile Pipe culvert height Thickness Thickness sheet pile Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

21 Sheet pile element (efore 09/2009) Sheet pile elements KN 80 Art No Short description Sheet pile element KN 80 Sheet pile element KN 80 Sheet pile element KN 80 3,40 3,63 4,03 h 0,97 0,97 0,97 l c 2,97 3,20 3,60 G / VP [kg] 942,0 989,0 1081,5 G / Box [kg] 1884,0 1978,0 2163,0 A [m²] 3,30 3,52 3,91 Extension ars see Accessories / Spares E+S compact shoring systems (page 26) Trench widths (for cast iron tuular extension ars l = 055 m) Numer of extension ars n max 6 Length extension ar 0,00 0,55 1,10 1,65 2,20 2,75 3,30 VI / KD 0,78 1,22 1,33 1,77 1,88 2,32 2,43 2,87 2,98 3,42 3,53 3,97 4,08 4,52 VI / DK 0,48 0,92 1,03 1,47 1,58 2,02 2,13 2,57 2,68 3,12 3,23 3,67 3,78 4,22 VA / KD 0,94 1,38 1,49 1,93 2,04 2,48 2,59 3,03 3,14 3,58 3,69 4,13 4,24 4,68 VA / DK 1,12 1,56 1,67 2,11 2,22 2,66 2,77 3,21 3,32 3,76 3,87 4,31 4,42 4,86 VI / KD VA / KDV Shoring width inside / sheet pile Shoring width outside / sheet pile VI / DK VA / DK Shoring width inside / sheet pile element Shoring width outside / sheet pile element l l c c h c t pl Length Pipe culvert length Trench width Inner width Pipe culvert height Thickness d A G G / VP G / Box eh Diameter Area Weight Weight per shoring panel Weight per shoring ox Earth pressure max Technical contents are suject to change Pulishing date 15/01/2013 Usage instruction edgesupported shoring units E+S 21

22 Manhole I Base unit II Top unit HB Height ase unit HT Height top unit l Length l c Pipe culvert length Manhole (All dimensions in mm) c i h c t pl Shoring / trench width Inner width Inner culvert width Pipe culvert height Thickness Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

23 Manhole Base units (Height 2,50 m) Art No ,50 3,00 3,50 t p h c 1,45 1,45 1,45 l c 2,05 2,55 3,05 G / VP [kg] 1130,0 1270,0 1355,0 G / Box [kg] 2260,0 2540,0 2710,0 eh [kn/m²] 81,8 67,4 47,7 Top units (Height 1,50 m) Art No ,50 3,00 3,50 t p h c l c 2,05 2,55 3,05 G / VP [kg] 944,0 1015,0 1090,0 G / Box [kg] 1888,0 2030,0 2180,0 eh [kn/m²] 90,9 67,4 47,7 Extension ars see Accessories / Spares E+S compact shoring systems (page 26) Trench widths (for cast iron tuular extension ars l = 055 m) Numer of extension ars n max 6 Length extension ars 0,00 0,55 1,10 1,65 2,20 2,75 3,30 c 1,69 2,13 2,24 2,68 2,79 3,23 3,34 3,78 3,89 4,33 4,44 4,88 4,99 5,43 i 0,57 1,01 1,12 1,56 1,67 2,11 2,22 2,66 2,77 3,21 3,32 3,76 3,87 4,31 Fromto sizes dependent on spindle adjustment range Other trench widths possile y comining the two different extension ar lengths l = 025 m and l = 055 m Larger trench widths availale on request Trench widths (for extension ars HEB 180) 1,89 2,33 2,44 2,88 2,99 3,43 3,54 3,98 4,09 4,53 4,64 5,08 5,19 5,63 Technical contents are suject to change Pulishing date 15/01/2013 l ZwSt 0,000 0,275 0,550 1,100 1,650 2,200 2, ,100 c 1,690 2,130 1,965 2,405 2,240 2,680 2,790 3,230 3,340 3,780 3,890 4,330 4,990 5,430 i 0,570 1,010 0,845 1,285 1,120 1,560 1,670 2,110 2,220 2,660 2,770 3,210 3,870 4,310 1,890 2,330 2,165 2,605 2,440 2,880 2,990 3,430 3,540 3,980 4,090 4,530 5,190 5,630 Fromto dimensions depend on the spindle adjustment range Other trench widths are possile y comining different HEB lengths Larger trench widths are availale on request Accessories / Spares see Accessories / Spares E+S compact shoring systems (page 26) Usage instruction edgesupported shoring units E+S 23

24 Dragox I Dragox ase unit II Towing plate III Dragoxeam IV Dragox cutting edge HB Height ase unit L Vr Length dragoxeam L Schuh Length dragox cutting edge Dragox (All dimensions in mm) l l c c h c t pl Length Pipe culvert length Shoring / trench width Inner width Pipe culvert height Thickness Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

25 Dragox Base units (Height 3,00 m) Art No ,70 5,08 t p 0,12 h c 2,00 1,88 l c 3,25 4,63 G / VP [kg] 1372,0 1895,0 G / Box [kg] 2744,0 3790,0 Dragox cutting edge Art No Short description Dragox cutting edge right hand Dragox cutting edge left hand 0,65 0,65 G [kg] 580,0 580,0 Dragox eam Art No Short description Dragox eam Dragox eam Dragox eam Dragox eam Dragox eam Dragox eam Dragox eam 0,950 1,500 2,050 2,600 3,150 3,700 4,250 G [kg] 294,5 499,9 713,2 918,5 1123,3 1327,1 1531,0 Pin Art No Short description Pin (edgeless) Pin (sharpened) 0,385 0,445 G [kg] 10,3 10,5 d 0,06 0,06 Extension ars see Accessories / Spares E+S compact shoring systems (page 26) Trench widths Technical contents are suject to change Pulishing date 15/01/2013 l ZwSt Length dragox eam c n 0,00 0,95 1,00 1,20 1,24 0,55 1,50 1,55 1,75 1,79 1,10 2,05 2,10 2,30 2,34 1,65 2,60 2,65 2,85 2,89 2,20 3,15 3,20 3,40 3,44 2,75 3,70 3,75 3,95 3,99 3,30 4,25 4,30 4,50 4,54 for ase units t pl = m for ase units t pl = 0,12 m Accessories / Spares see Accessories / Spares E+S compact shoring systems (page 26) l Length G Weight l c Pipe culvert length G / VP Weight per shoring panel h c Pipe culvert height G / Box Weight per shoring ox t pl Thickness d Diameter Usage instruction edgesupported shoring units E+S 25

26 Accessories / spares for E+S compact shoring systems Extension ars Art No Short description Extension ar GGG 50 Extension ar GGG 50 Extension ar HEB 180 Extension ar HEB 180 Extension ar HEB 180 Extension ar HEB 180 Extension ar HEB 180 Extension ar HEB 220 Extension ar HEB 220 Extension ar HEB 220 Extension ar HEB 220 Extension ar HEB 220 Extension ar IPE 400 Linear ox (element with roller unit) Extension ar IPE 400 Linear ox (element with roller unit) Extension ar IPE 400 Linear ox (element with roller unit) Extension ar IPE 400 Linear ox (element with roller unit) Extension ar IPE 400 Linear ox (element with roller unit) 0,250 0,550 0,275 0,550 1,100 1,650 2,200 0,275 0,550 1,100 1,650 2,200 0,275 0,550 1,100 1,650 2,200 G [kg] 11,2 18,7 28,0 43,0 70,0 100,0 130,0 40,0 58,0 98,0 140,0 180,0 50,0 75,0 115,0 155,0 195,0 Accessories / Spares Art No HB 0190 F HD 0110 F HD 0050 F HD 0013 F IA 0095 F IA 0120 F IA 0130 F IA 0185 F HD 0040 F Short description Adapter for DKU piling frame, corner shoring, h = 050 m KDVI Adapter for DKU piling frame, corner shoring, h = 100 m KDVI Adapter for DKU piling frame, E+S spreader Bar for adjusting E+S/Krings spindles (Medium, Magnum, KS 100, slide rail) Bearing claw for DKU piling frame element Bearing plate closed Cast iron connector (for Medium oxes, Magnum oxes, Manhole) Connector (for Linear ox, top unit with struts) Damping sleeve 10 x 24 mm DKU piling frame guide frame DKU piling frame guide frame Dropin earing lock, E+S Grease nipple Metal cap for spindle Metal cap for spindle housing Nut M 12 Nut M 16 Nut M 20 Nut M 30 PE cap for the spindle Pin Pin (for Lightweight ox) Pin 200 x 40 mm (Linear ox roller unit) Pressure eam (Lightweight shoring, KS 60, KVL) Pressure eam (Lightweight shoring, KS 60, KVL) Pressure eam (Lightweight shoring, KS 60, KVL) Pressure eam (Lightweight shoring, KS 60, KVL) Pressure eam (Medium, Magnum shoring, KS 100, GLS) 0,7 2,27 3,81 0,195 0,095 1,80 2,30 2,80 3,30 1,60 G [kg] 55,0 94,0 31,0 2,5 40,0 4,2 6,7 6,1 0,01 105,0 175,0 25,6 0,01 0,1 0,2 0,01 0,03 0,03 0,30 0,01 1,8 0,5 1,9 117,0 138,0 161,0 183,0 175,5 d 0,024 0,01 0,035 0,030 Standard DIN 1481 DIN DIN 985 DIN 934 DIN 934 DIN 934 Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

27 Accessories / spares for E+S compact shoring systems Accessories / Spares (contd) Art No Short description G [kg] d Standard Pressure eam (Medium, Magnum shoring, KS 100, GLS) 2,35 236, Pressure eam (Medium, Magnum shoring, KS 100, GLS) 2,80 271, Pressure eam (Medium, Magnum shoring, KS 100, GLS) 3,40 318, Pressure plate (for LightweightBoxes) 5, Pressure plate (for Medium Boxes, Magnum Boxes, Manhole) 17,0 IB 0215 F Screw M 12 x 55 0,06 DIN 933 IB 0310 F Screw M 16 x 55 0,11 DIN 933 IB 0420 F Screw M 20 x 180 0,56 DIN 601 IB 0360 F Screw M 20 x 45 0,17 DIN Shock asorer 0,143 4,5 GB 0070 E Spindle housing, left hand 9,4 GB 0040 E Spindle housing, right hand 9,4 GB 0090 E Spindle, lefthand heavy duty 17,1 GB 0080 E Spindle, lefthand hollow 9,5 GB 0030 E Spindle, righthand heavy duty 17,1 GB 0020 E Spindle, righthand hollow 9, Spreader complete, left hand heavy duty 27, Spreader complete, left hand hollow 19, Spreader complete, right hand heavy duty 27, Spreader complete, right hand hollow 19,5 HE 0100 F Spring cotter (LinearBox) 0,01 0,006 HE 0050 F Spring cotter 6 mm 0,03 0,006 DIN ID 0160 F Spring ring A 20 0,01 DIN Suspension chain KL138 5,000 25, Top cover for LinearBox 3,00 1 Nut M 20 2 Lock washer A 20 3 Shock asorer 4 Nut M 12 5 Metal cap for spindle 6 Spindle, right / left 7 Nut M 16 8 Hexagon screw M 16 x 55 9 Damping sleeve 10 x 24 mm 10 Castiron nut, right / left 11 Hexagon screw M 12 x 55 Technical contents are suject to change Pulishing date 15/01/2013 E+S spreader, complete, right/left, with shock asorer PVC dust cap for spindle nut Hexagon screw M 20 x 180 Usage instruction edgesupported shoring units E+S 27

28 Assemly instructions for spacer ars 1 Basic information Emunds + Staudinger has an installation service to provide help with assemly and installation 2 Assemly of the spacer ars The assemly of the spacer ars is illustrated in Figure 1 To this end, two trench oxes are clamped firmly together, eg with the aid of screw clamps (1) Only remove the two panels y releasing the spreader connection screws M 16 x 55 (2) when the unsecured panel is held with lifting gear and a suitale sling (GSapproved) (3) The free panel is now deposited with its smooth side on the ground and each spreader is olted to the selected and preassemled comination of spacer ars (fasteners for spacer ars/spreaders: 4 x olt M 16 x 5588DIN 933 VZ and nut M 168DIN 934 VZ (2) Using lifting gear and a sling, now pivot the panel fitted with spacer ars against the second upright and secured panel (4) so that the spacer ars can e reconnected to the spreaders with the given numer of olts M 16 x 5588DIN 933 and nuts M 168DIN 934 (2) as per list of accessories Cast iron tues and HEB girders must not e comined nor sujected to ending stresses Only normal forces are transmitted Figure 1: Assemly of the spacer ars Keep out of trenches with a depth 125 m which are not secured or sloped It is also prohiited to stand or work with heavy equipment in the danger zone, eg at the edge of the trench During all work, the relevant provisions of DIN, EN, the accident prevention regulations and the statutory accident insurance institution of the uilding industry must e oserved (see also "Occupational safety and general remarks") Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

29 Installation instructions for edge and centersupported shoring units Note: According to DIN EN 13331, edgesupported shoring units are areviated with the areviation ES and centersupported shoring units with the areviation CS 1 Insertion process 11 Preconditions In the insertion process, trench shoring equipment is inserted into a section of trench which has already een excavated to its final depth The insertion process is only permissile if the following preconditions have een fulfilled: Temporarily firm ground Vertical trench walls Same trench width for the entire length of the shoring unit Keep out of the trench until the shoring equipment has een inserted into it There must e no pipes/cales, uildings or other structures or traffic areas within the range of the trench Acceptale degree of anticipated settlement, loosening and displacement of soil within the range of the trench The ground is considered temporarily firm if no major crumling is noted in the period from the start of excavation until the insertion of the shoring Centersupported systems may only e installed y insertion and as a pair Technical contents are suject to change Pulishing date 15/01/2013 Figure 1: System overview of edge and centersupported shoring units Usage instruction edgesupported shoring units E+S 29

30 12 Use of top panels (edge and centersupported shoring units) For the insertion process, the ase (B) and top modules (T) must e assemled outside the trench and the system inserted as a single unit into the trench if trench oxes with top oxes are required to secure deeper trenches (Figure 1) The ase and top modules are connected with the aid of connectors (1) and olts (2) (and additionally with spring pins in the case of Medium and Magnum shoring) The system is assemled with the aid of lifting gear and suitale slings (GSapproved) The sling must e exclusively attached to the envisaged attachment holes (3, erector heads (see Figure 1)) at at least four points (ES) or two points (CS) 13 Installation (edge and centersupported shoring units) The shoring unit prepared or preassemled outside the trench is inserted with the aid of lifting gear and a suitale sling (GSapproved) into the trench fully excavated to its final depth for the length and width of a trench ox (Figure 2) The length of the excavated and unsecured section of trench must e no more than that required for the insertion of a single trench shoring unit The gap etween the trench wall and the inserted shoring unit must e ackfilled right up to the top In addition, the shoring unit must e pressed against the trench wall y extending the struts The permitted load values in accordance with the technical data of the shoring unit employed must e oserved at all times The details regarding trench depth can e found in DIN 4124 Figure 2: Insertion of the shoring unit fully assemled outside the trench Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

31 2 Lowering process 21 General remarks During the lowering process, the trench shoring equipment or parts of it are pressed vertically into the ground The lowering process is only permitted for edgesupported shoring units Centersupported trench shoring units must not e inserted y lowering! 22 Preadjustment of the shoring units Before inserting the shoring unit in question, its struts must e adjusted y turning the spindles so that the distance etween the shoring panels of a shoring unit is greater at the ottom than at the top This socalled Aform is achieved y extending the spindles of the ottom strut y aout 20 mm per meter of ox height more than the spindles of the top strut 23 Initial excavation and insertion and alignment of the shoring unit When the line of the trench has een measured, advance excavation for insertion of the first shoring unit is carried out Using lifting gear and a sling (GSapproved, connection points), the shoring unit is inserted in the center of the trench and aligned parallel with the trench axis When the shoring has een inserted, all the screw joints must e tightened (Figure 3) Technical contents are suject to change Pulishing date 15/01/2013 Figure 3: Insertion and alignment of the shoring unit / Ashape When the trench line has een measured, advance excavation for insertion of the first shoring unit is carried out in accordance with the instructions of project management and with oservance of the provisions of DIN 4124 The shoring unit is inserted and aligned with the aid of lifting gear and a sling (GSapproved, attachment holes) in the center of the trench and parallel with the trench axis When the shoring has een inserted, all the screw joints must e tightened (Figure 3) Usage instruction edgesupported shoring units E+S 31

32 24 Lowering the shoring unit Figure 4: Lowering the shoring unit Lowering and soil excavation are performed alternately During the lowering process, advance soil excavation eneath the panels must not exceed 05 m, depending on soil conditions When pressing down the shoring walls on one side and then the other, make sure that the angle of the struts does not exceed δ = +/ 8 For the lowering process, pressure panels and/or pressure eams (D) must e used Make sure that the shoring panels are not used as chisels Solid ostacles (eg unnatural fill, rocks) must e removed y hand if necessary To prevent settlement of the surface, the panels must e ackfilled with soil 25 Top panel Depending on the required trench depth, top modules (T) are mounted on the ase modules (B) (Figure 5) The ase and top modules are connected with connectors (1) and olts (2) Here again, pressure panels and/or pressure eams must e used for the ongoing lowering process Figure 5: Fitting the top panel Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

33 26 Installing the next shoring unit The next shoring unit is installed as soon as the previous unit has een fully lowered to the ase of the trench Installation is carried out in the manner descried aove Shoring must e continuous Wall sections that are not secured with shoring units, eg due to lines crossing the trench, must e shored separately Figure 6: Installing the next shoring unit 27 Pipe laying After installing the shoring in accordance with the instructions given aove, pipelaying work can start in accordance with the instructions of the pipe manufacturer Technical contents are suject to change Pulishing date 15/01/2013 Figure 7: Pipe laying Usage instruction edgesupported shoring units E+S 33

34 Instructions for removing edge and centersupported shoring systems 1 Removal, ackfilling, compacting At the end of pipelaying work, the shoring is removed with layerylayer ackfilling and compacting To this end, the shoring is extracted stepystep in accordance with the instructions of the project manager on site and with the expert's specifications and the ackfilling material returned to the trench is compacted against the existing soil Slings may only e attached to the envisaged attachment holes During removal, the angle of the struts must not exceed δ =+/ 8 Figure 1: Extracting the shoring with ackfilling and compacting of the trench To prevent damage to the shoring system during removal, the shoring must always e extracted vertically If it is removed at an angle, the edge profiles will e damaged Figure 2: Avoid extracting the shoring at an angle Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

35 2 Servicing and maintenance Before reuse in further shoring fields, all shoring components must e checked for correct function Faulty parts must e replaced or repaired Minor repairs, suject to consultation with the manufacturer, may e carried out y the user Only use the manufacturer's original replacement parts! There is no warranty on incorrectly performed repairs and nonoriginal parts (see also section "Occupational safety and general remarks") Technical contents are suject to change Pulishing date 15/01/2013 Usage instruction edgesupported shoring units E+S 35

36 Assemly instructions for the linear ox 1 Overview of the linear ox system (1) Two panels 1 (2) Four roller units (3) Two spacer ars Roller unit assemly Using lifting gear and a suitale sling (GSapproved), slide two roller units, sloping side first, into each panel 3 Pinning the roller units The roller units in the linear ox are pinned y inserting the pins (4) into the upper and lower holes of the soldier After insertion, the pins must e secured with spring pins During the lowering process, make sure that there are no pins in the other holes Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

37 4 Fitting the spacer ars 3 The preassemled comination of spacer ars (3) required for the desired trench width is aligned with the olting plates of the roller unit and fastened with the required numer of olts as per piece list To facilitate alignment of the spacer ars during the next step, the olts are only fastened loosely 5 Assemly of the complete linear ox The panel preassemled with roller units and spacer ars is pivoted over the second panel so that the roller units and spacer ars can e olted together After assemly, set the linear ox upright In the case of larger shoring widths, it is advisale to firmly join two trench oxes together, eg with clamps (1) The two panels are only separated y releasing the spacer ar olts M30 x 80 (2) when the unsecured panel (3) is held with lifting gear and a suitale sling Then lower the free panel, flat side down, onto the ground and then fit the selected spacer ars Technical contents are suject to change Pulishing date 15/01/2013 Using lifting gear and a suitale sling, pivot the panel fitted with spacer ars against the second, upright and secured panel in such a way that the spacer ars can e reconnected to the roller unit with the given numer of olts M30 DIN 933 and nuts M3 DIN 934 (2) as per list of accessories Usage instruction edgesupported shoring units E+S 37

38 Assemly instructions for the linear ox with extension Depending on the demanded vertical pipe clearance, extensions are attached to the roller units efore the spacer ars are fitted Assemly proceeds in accordance with the aove steps 4 to 5 Assemly instructions for the linear ox with top panel and roller unit extension Depending on the required trench depth, the top module (T) is mounted on the ase module (B) after it has een fully lowered T B To this end, the top roller units are prefitted to the extension during the assemly of the ase module (B) The top modules (T) are only mounted on the ase modules (B) in the trench and then connected with olts and secured with spring pins Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

39 Lowering process 1 Initial excavation and insertion and alignment of the shoring unit When the trench line has een measured, advance excavation for insertion of the first shoring unit is carried out in accordance with the instructions of project management and with oservance of the provisions of DIN 4124 The shoring unit is inserted and aligned with the aid of lifting gear and a sling (GSapproved, attachment holes) in the center of the trench and parallel with the trench axis When the shoring has een inserted, all the screw joints must e tightened 2 Lowering the shoring unit Before lowering proper can start, the soil eneath the shoring panels must e excavated in accordance with the instructions of project management The shoring panels and roller units are pressed down in turn When lowering the ox you have to take care that the oogie cars are at the lowest position The shoring components must e pressed and on no account struck or hammered into the ground Technical contents are suject to change Pulishing date 15/01/2013 When lowering the system, make asolutely sure that the roller units are positioned vertically in accordance with structural strength requirements (pay attention to cantilever lengths) Only when the shoring has een fully lowered is the roller unit raised to the required vertical pipe clearance and pinned Usage instruction edgesupported shoring units E+S 39

40 Installation instructions for sheet piling element shoring 1 General remarks Sheet piling element shoring is a universal and costeffective shoring method in innercity areas, particularly in cases where pipes and cales cross the trench The two sheet piling elements on either side of the trench, propped against each other with struts, serve as the upper guide for sheet piles inserted vertically into the soil Sheet piles can e pressed into the ground with an excavator ucket or y viration Sheet piling elements are assemled and preadjusted in the same way as edgesupported shoring systems 2 Advance excavation and insertion and alignment of the shoring unit After measurement of the line of the trench, advance excavation for the insertion of the sheet piling element can take place The sheet piling element is usually installed with its top edge flush with the working level, and advance excavation in this case is to a depth of approximately 1 meter The gap etween the trench wall and sheet piling element must e filled right up to the top Furthermore, the sheet piling element must e pressed against the trench wall y extending the struts 3 Inserting the sheet piles The sheet piles can now e inserted into the slot formed y the doule panel walls of the sheet piling elements and pressed into the ground with the excavator ucket To make this process easier, and particularly in cases of sheet piles longer than 4 meters, it is advisale to use a sheet pile gra The asic equipment of sheet piling elements from E+S does not include a vertical guide for the sheet piles The advantage of this is that the piles can e inserted in any desired position The piles can also overlap If desired, a frame can nevertheless e supplied for vertical pile guidance Lightweight sections KD VI/8 are used as the sheet piles Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

41 4 Lowering the shoring system After inserting the sheet piles, the unit is lowered as soil excavation proceeds During the lowering process, the advance soil excavation eneath the sheet piles must not exceed 05 meters, depending on soil conditions Any pipes or cales crossing the trench must e exposed eforehand and the sheet pile aove them must e secured to prevent it dropping any further It is eneficial in such cases to use shorter sheet piles The area eneath the cale or pipe crossing the trench is conventionally secured with horizontal wooden trench sheeting This can e fastened to the neighoring sheet piles Make sure that the sheet piles are not used as chisels Solid ostacles (eg unnatural fill, rocks) must e removed manually To prevent settlement, make sure that the elements and sheet piles are ackfilled with soil In soils amenale to a driving, it is possile to drive the sheet piles to their final depth The soil is then susequently excavated with gra equipment or a ackhoe 5 Additional walings Depending on the required trench depth, it may e necessary for structural reasons to take measures to ensure the staility of the shoring system Proof of structural strength for the specific project is required as for all trench shoring systems conforming to DIN 4124 Longitudinal waling girders must e fitted at a depth of roughly 2 meters from the surface of the ground These are secured to the sheet piling element with chains to prevent them from falling and propped against each other with E+S waling struts These waling girders must e lowered together with the sheet piles to the structurally required depth Technical contents are suject to change Pulishing date 15/01/2013 The next shoring unit is installed as soon as the preceding system has een fully lowered to the ase of the trench Depending on site conditions, this can e another piling element or a different shoring system When the pipes have een laid, the system is removed y proceeding in reverse order Usage instruction edgesupported shoring units E+S 41

42 Installation instructions for Dragox shoring 1 General remarks Dragox shoring is a special shoring system which can e dragged along the trench y the excavator with the aid of the cutting shoe unit at the front as excavation proceeds It consists of the cutting shoe unit, the Dragox attached to it and usually y a trailing ox attached to it The elements are connected together with special panel connectors permitting relative vertical displacement Dragoxes and trailing oxes of different lengths can e comined, as required It is designed particularly for pipes laid in long sections without pipes or cales crossing the trench at shoring depths of up to aout 35 m 2 Attachment of the connecting ar The cutting shoe unit is preassemled y inserting the connecting ar into the cutting shoe resting horizontally on the ground By knocking in the pins, firstly if possile 2 olts with a cone (to center the hole pattern), a firm connection is estalished The olts must e secured with split pins 3 Assemly of the cutting shoe unit When this configuration is turned to ring the connecting ar into the horizontal, the other cutting shoe can e fitted to the connecting ar in the manner shown and olted Technical contents are suject to change Pulishing date 15/01/ Usage instruction edgesupported shoring units E+S

43 4 Assemly of the shoring For the assemly of the Dragox shoring system, the Dragox and the trailing ox are first adjusted to the desired trench width with the necessary spacer ars (see also "Assemly instructions for spacer ars") The Dragox adjusted to the trench width is now rought into its installation position (cutting edge at the ottom) and the cutting shoe construction can e slid on from aove The struts are then extended to create an Ashape (see "Installation instructions for edge and centersupported shoring systems", step 22) The width of the shoring unit should also taper y 10 mm/m of shoring length from the front (cutting shoe) toward the rear This reduces the frictional forces when pulling the shoring the system along the trench 5 Inserting the shoring Using lifting gear and a suitale sling (GSapproved), the shoring unit prepared outside the trench is inserted into the trench fully excavated to the final depth for the length and width of a trench ox The length of the excavated and unsecured section of trench must e limited to that necessary for the installation of a single trench shoring unit Technical contents are suject to change Pulishing date 15/01/2013 Usage instruction edgesupported shoring units E+S 43