Steel Sheet Piling. HZ Steel Wall System IMPERIAL UNITS EDITION 2007
|
|
- Toby Poole
- 5 years ago
- Views:
Transcription
1 Steel Sheet Piling HZ Steel Wall Sstem IMPERIAL UNITS EDITION 2007
2 Our mill producing the HZ king pile elements needs to be reamped in order to offer in the coming months a brand new sstem proiding a wider range of technical possibilities and allowing the design of more cost-effectie solutions. During this transition period our current HZ production will be limited to the HZ 775 and HZ 975 series. This reised Ma 2007 edition shows all the solutions aailable during this transition period, and includes the new wide intermediate AZ steel sheet piles AZ and AZ For further information, feel free to contact our sales or technical department in Luxembourg, or our worldwide sales network. Updated information will also be posted on our website Arcelor Mittal reseres the right to replace without prior notice the existing HZ/AZ combined wall sstem b an equialent sstem. Contents HZ Steel Wall Sstem... 1 HZ King Piles... 2 Solutions... 3 Determination of the Modulus... 5 AZ Intermediar Piles... 6 Connectors... 6 Combinations... 8 Anchorage of HZ Walls Design of the HZ Steel Wall Sstem Installation combined HZ walls Research and Deelopment Limit Water Pressure Delier Conditions Standard welding configuration Table of Combinations according to Modulus coer photo: Mose project (2005), Chioggia Lock, Venice, Ital
3 HZ Steel Wall Sstem The HZ wall is a combined sstem incorporating: -HZ king piles as structural supports, -AZ sheet piles as intermediate infill elements. Afull range of standardseries sections interlinked b special connectors. Sstemwise assembl of these basic elements ields amultitude of possible combinations. All combinations are based on the same principle: structural supports comprising one or more HZ king pile sections alternating with intermediate double AZ sheet pile sections. Structurall,the HZ king piles fulfil two different functions: - as retaining members, the resist horizontal loads resulting from earth and hdrostatic pressures, -as bearing piles, the resist ertical superimposed loads. The intermediate sheet piles hae onl an earth-retaining and load transfer function and the ma be shorter than the HZ king piles. Depending on the structural combination and grade of steel adopted,bending moments up to 2020 kips ft/ft can be safel resisted b HZ walling. Meaning the practical range of sectional combinations is characterised b loadings unsuitable for conentional sheet piling. Concurrentl,anexcellent section modulus to weight ratio ensures economical design. Theoutstandingfeatureofthenewcombination is the extensie range of possible combinations using the entire AZ sheet pile offer, if necessar, including all up and down rolled ariants. 1
4 HZ King Piles Dimensions h b t s r in in in in in Suitable connector RZDU 16 RH RZDU 16 RH 16 HZ 775 C RZDU 18 RH 20 HZ 775 D RZDU 18 RH 20 HZ 975 A RZDU 16 RH 16 HZ 975 B RZDU 16 RH 16 HZ 975 C RZDU 18 RH 20 HZ 975 D RZDU 18 RH 20 Solution 10 Properties per solution al Mass Momentof Elastic section Radius of Coating area Dimensions area inertia modulus gration Water- Land u - z-z - z-z - z-z side side in in in 2 lb/ft in 4 in 4 in 3 in 3 in in ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D
5 Solution 12 Delier Form Properties per solution al Mass Moment of * Elastic section ** Elastic section Radius of Coating area Dimensions area inertia modulus modulus gration Water- Land u u - z-z - z-z - - z-z side side in in in in in in 2 lb/ft in 4 in 4 in 3 in 3 in 3 in in ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( resp. u ), ** Referring outside of HZ-flange (highest alue of ; ) Solution 14 Delier Form Properties per solution al Mass Moment of * Elastic section ** Elastic section Radius of Coating area Dimensions area inertia modulus modulus gration Water- Land u u - z-z - z-z - - z-z side side in in in in in in in 2 lb/ft in 4 in 4 in 3 in 3 in 3 in in ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; resp. u ), ** Referring outside of HZ-flange (highest alue of ; ) 3
6 Solution 22 Form a Delier Form Form b Properties per solution al Mass Moment of * Elastic section ** Elastic section Radius of Coating area Dimensions area inertia modulus modulus gration Water- Land= = u u - z-z - z-z - - z-z side side in in in in in 2 lb/ft in 4 in 4 in 3 in 3 in 3 in in ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector, ** Referring outside of HZ-flange Solution 24 Form a Delier Form Form b al Mass Moment of * Elastic section ** Elastic section Radius of Coating area Dimensions area inertia modulus modulus gration Water- Land u u - z-z - z-z - - z-z side side in in in in in in in 2 lb/ft in 4 in 4 in 3 in 3 in 3 in in ft 2 /ft ft 2 /ft *Referring outside of connector (highest alue of ; resp. u ), ** Referring outside of HZ-flange (highest alue of ; ) Properties per solution HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D
7 Solution 26 Form a Form b Delier Form Properties per solution al Mass Moment of * Elastic section ** Elastic section Radius of Coating area Dimensions area inertia modulus modulus gration Water- Land u u - z-z - z-z - - z-z side side in in in in in in in 2 lb/ft in 4 in 4 in 3 in 3 in 3 in in ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; resp. u ), ** Referring outside of HZ-flange (highest alue of ; ) Determination of the Modulus For more transparenc this catalogue gies two different alues for the section modulus of solutions and combinations instead of the approximate single alue of the preious editions. In the tables of the characteristics of the solutions and combinations there are generall two alues for the section modulus: one is referring to the outside fibre of the connector one is referring to the outside fibre ofthe king pile flange Moment of inertia modulus ** = max (,') modulus *= Moment of inertia max ( '', ''') where max (,') represents the highest alue of or ' where max ('',''') represents the highest alue of'' or ''' 5
8 AZ Intermediar Piles Dimensions Properties Double Piles h b t s al Mass Moment of Elastic section Radius of Coating area area inertia modulus gration in in in in in 2 lb/ft in 4 in 3 in ft 2 /ft AZ AZ 13 10/ AZ AZ 18 10/ AZ AZ AZ AZ Connectors h b a a Suitable king pile al Mass Moment of Elastic section Coating area area inertia modulus Water- Land- z-z - z-z side side in in in in in 2 lb/ft in 4 in 4 in 3 in 3 ft 2 /ft ft 2 /ft RZD B/HZ 975 A-B RZU B/HZ 975 A-B RZD HZ 775 C-D/HZ 975 C-D RZU HZ 775 C-D/HZ 975 C-D RH B/HZ 975 A-B RH HZ 775 C-D/HZ 975 C-D Without other specification all the connectors are in grade S430 GP. Description of the combinations designation of the king pile 2connectors 1RZD +1RZU / AZ 18 king pile 1 king pile AZ 18 double pile as intermediate 6
9 7
10 Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 13 Coating area in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors =Length ofaz Combination HZ /AZ 13 *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors =Length ofaz mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 13 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D
11 Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 13 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors RZ =Length ofaz, Length ofconnectors RH =Length ofhz Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 13 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors RZ +2RH =Length ofaz, Length of2connectors RH =Length ofhz 9
12 Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors =Length ofaz Combination HZ /AZ mm *** in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors =Length ofaz 10
13 Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors RZ =Length ofaz, Length ofconnectors RH =Length ofhz Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors RZ +2RH =Length ofaz, Length of2connectors RH =Length ofhz 11
14 Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 18 Coating area in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors =Length ofaz Combination HZ /AZ in mm *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 18 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors =Length ofaz 12
15 Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 18 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors RZ =Length ofaz, Length ofconnectors RH =Length ofhz Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 18 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors RZ +2RH =Length ofaz, Length of2connectors RH =Length ofhz 13
16 Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors =Length ofaz Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors =Length ofaz 14
17 Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors RZ =Length ofaz, Length ofconnectors RH =Length ofhz Combination HZ /AZ mm in *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors RZ +2RH =Length ofaz, Length of2connectors RH =Length ofhz 15
18 Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 26 Coating area in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors =Length ofaz Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 26 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors =Length ofaz 16
19 Combination HZ /AZ mm*** in Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 26 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange (), *** Rounded alue, **** Length ofconnectors RZ =Length ofaz, Length ofconnectors RH =Length ofhz Combination HZ /AZ mm in *** *** Dimensions Properties per foot of wall Mass of combination with intermediar section al Moment * Elastic ** Elastic **** AZ 26 Coating area in in in in in 2 /ft in 4 /ft in 3 /ft in 3 /ft lb/ft 2 lb/ft 2 lb/ft 2 ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector (highest alue of ; ), ** Referring outside of HZ-flange (highest alue of ; ), *** Rounded alue, **** Length ofconnectors RZ +2 RH =Length ofaz, Length of2connectors RH =Length ofhz 17
20 Combination C1 Driing Direction Delier Form Dimensions Properties per foot of wall b al Mass Moment * Elastic ** Elastic Coating area in in in in in 2 /ft lb/ft 2 in 4 /ft in 3 /ft in 3 /ft ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange () Combination C23 Driing Direction Form a Form b Delier Form Dimensions Properties per foot of wall b al Mass Moment * Elastic ** Elastic Coating area in in in in in in 2 /ft lb/ft 2 in 4 /ft in 3 /ft in 3 /ft ft 2 /ft ft 2 /ft HZ 775 C HZ 775 D HZ 975 A HZ 975 B HZ 975 C HZ 975 D *Referring outside of connector ( ), ** Referring outside of HZ-flange () 18
21 19
22 Anchorage of HZ Walls Tie-Back Sstem Anchorage of HZ walling can be proided simpl and effec-tiel. A tie rod links each HZ king pile to a steel sheet pile anchor wall or to isolated sheet pile panels -a particularl economic solution. Because each king pile is anchored, acomplicated waler sstem is not required. The tie rod is simpl linked to the releant H-pile b two T-connectors and apin. T-connectors are threaded through oxacetlene-cut slots in the rear flanges of the drien H-piles. Loads are thereb applied close to the web. Conentional anchoring, incorporating awaler sstem, is also possible. HZ walling can also be anchored b batter piles or b ground or rock anchors. Connection Detail HZ Pile and Tie rod Anchor Slots To reduce anchoring work on site, HZsections can be deliered with precut anchor slots, on request. The accompaning illustration shows tie rod slots being cut. Dimensions h and b ar with the tie rod diameter. Anchor slots 20
23 21
24 Design of the HZ Steel Wall Sstem 22 The design of acantileer or anchored wall is consistent with that of all standard sheet pile walls, but calculating the section of combined HZ walling ma be undertaken somewhat differentl toconentional sheet piling. In combined walls, saings can be achieed in terms of steel grade and pile length for the intermediate sheet piles. - In the stress analsis, the intermediate sheet pile onl resists a small portion of the bending moment proportional to its own contribution to the combined moment of inertia. Stresses in the infill sheet pile are inariabl less than stresses in the HZ king pile sections. The result is that alow ield point steel grade can normall be used for the AZ sheet pile sections. Moment of inertia of one HZ/AZ sstem: I sstem = I HZ + I AZ (in 4 ) Moment of inertia of the sstem per m of wall: I sstem/ft = I HZ + I AZ (in 4 /ft) b sstem with b sstem =width ofone sstem (HZ/AZ combination) I sstem = moment of inertia of one sstem (HZ/AZ combination) I sstem/ft =moment of inertia of the wall per ft of wall I HZ =moment of inertia of one HZ solution =moment of inertia of one AZ double sheet pile I AZ It is assumed that the bending moments are distributed proportionall tothe stiffness of the different elements. Bending moment transmitted to the HZ king pile: M HZ = I HZ I sstem M max * b sstem = I HZ I HZ + I AZ M max * b sstem with M max = maximum bending moment per ft of wall (kips * ft/ft) HZ = steel stresses in the HZ beam: I HZ HZ = M M max * b sstem HZ I = = M ax (,') * b HZ + I AZ sstem M max W HZ I HZ I HZ + I AZ M ax (,') 1 HZ = M max W HZ,eq I Where W HZ,eq = HZ + I AZ b sstem * M ax (,') (in 3 /ft) per ft of wall with W HZ,eq = equialent section modulus to determine the stresses in the HZ section,' = distance ofthe neutral axis tothe outside fibre ofthe HZ flanges Max(,) = highest alue ofand Note: W HZ,eq islabelled in the tables simpl as elastic section modulus. For the connectors RH /RZD /RZU, replace Max (,) with Max (, ). Bending moment transmitted to the intermediate AZ sheet pile: M AZ = I AZ M max * b sstem = I sstem AZ = M AZ = W AZ I AZ I sstem W AZ I AZ I HZ + I AZ M max * b sstem M max * b sstem where M max = maximum bending moment per ft of wall (kips * ft/ft) W AZ =section modulus of the intermediate AZ sheet piles (in³) - In the ground, where there isearth support and embedment, the length of the intermediate sheet piles can be considerabl curtailed. - In general, bending is less in the embedded portion than in the retaining portion of the wall, especiall in the case of an anchored design, and the limited strength in bending of the intermediate sheet piles can be neglected. - In the infill role the intermediate sheet piling is onl required to resist actie earth pressures down to the zero earth pressure leel. As a factor of safet, its length is extended below this leel (Fig. a). - HZ king pile spacing should be so that full continuous earth resistance issafeguarded. When determining pile spacing, arching properties of the soils should be considered. If these properties are negligible (eg. in soft mud or where groundwater pressure is high), the transerse load capacit of the intermediate sheet piles needs to be checked. If the spacing of the king piles gets too big, the deelopment of the retaining force in front of the wall has to be checked. Furthermore, if groundwater pressures are high, the risk of seepage beneath the toe should not be neglected when curtailing the length of the intermediate sheet piles. The section modulus of the HZ king piles can be adapted to the resultant bending moment b adding RH sections or b welding stiffening plates to their flanges. As aresult, alighter section can be selected and simpl strengthened locall where maximum bending occurs (Figs. band c).
25 The new combined walling, in which the full range of AZ sections can be used as intermediate sheet piles, offers flexibilit in terms of design. Heaier AZ sections can also be selected to enhance corrosion resistance orin cases inoling difficult driing conditions. The HZ king piles are capable of transferring high ertical loads to the subsoil. In such cases, stress analsis should include ertical loads and additional bending moments induced b deflection. Fig. a Fig. b Fig. c 23
26 Installing combined HZ walls Procedure HZ walls can be installed on land and in water.in both cases the procedure is the same. First the king piles are drien in small or large driing steps. Then the intermediate sheet piles are pitched and drien. If geotechnical conditions are difficult, it ma be necessar to carr out the whole driing operation in two stages. In this case the first stage is to drie the king piles as far as possible, or to apredetermined intermediate depth. The intermediate sheet piles are then threaded and drien, generall to the same depth as the king piles, or to ashallower depth. The second stage is to drie first the king piles and then the infill sheets down to the design depth orto refusal. Driing equipment and driing aids With current technolog hammer or ibrator equipment can be used to drie king and intermediate sheet piles. Vibrator equipment should be preferred whereer possible (less damage to the pile). Acombination of the two techniques can be used aboe all in driing the king piles. In this case the king piles are first drien using ibration, as described aboe, and then the final depth isreached using ahammer.tpes of hammers used are free-fall hammers, diesel hammers and hdraulic hammers. If using free-fall or diesel hammers, adriing cap must be used, and in the case of ahdraulic hammer,adriing plate which fits the pile head. If, howeer, ibration is used for driing, correct load transfer to the pile must be ensured b fitting acorresponding clamp to the pile head. Double clamps are used for box piles and for intermediate AZ sheet piles. Intermediate sheet piles are generall drien b ibrational means. If geotechnical conditions are difficult, driing is facilitated b means of auxiliar techniques such as: - Low-pressure orhigh-pressure jetting in granular or lightl cohesie soil - Predrilling - Drillings combined with soil replacement - Pre-blasting - Thickening the cross section at the toe of the pile in cohesie soils with the aim of reducing skin friction. These techniques appl to king piles as well as to intermediate sheet piles. Installation methods It is essential that the king piles are driing in the correct position and erticall,or at the prescribed batter.two different methods can be used. Method 1 Use ofatemplate with two guide leels at which the pitching positions for the piles are set. The ertical distance between the two guide leels should not be less than 3m. Whereer possible agreater distance should be chosen. The lower guide should be set as low as possible. When driing in water the template ismounted on auxiliar piles. On land the template can stand on the ground and should be secured firml against an shifting. The template must of course be correctl aligned with the wall axis. Depending on the design, such templates can hae space for 5 to 9 king piles. These primar piles are drien using afreehanging ibrator or ahammer guided b ahanging leader, the ibrator being the most commonl used equipment. When all the piles of atemplate are drien, the template is repositioned. Intermediate sheet piles can then be installed, for example, b asecond driing team. 24
27 Method 2 The king piles are drien using piling equipment guided b afixed leader.the correct driing angle, in the direction of the pile axis, must be ensured b the leader,and the correct positioning through asimple horizontal driing guide. When piling in water the latter is secured aboe the water leel on auxiliar piles, in all other cases it is set down on the driing platform and secured. In both methods it is important to constantl check that the position of the king piles is as close as possible to the design position. This is essential for trouble-free driing of the intermediate sheet piles. At the depth of the toe of the sheet piling, the spacing between the king piles should not deiate b more than 200 mm. Useful hints If the rock horizon is higher than the required penetration depth of the combined wall the bottom of the piling can be secured b dowelling the king pile to the underling rock (toe pin). Another solution is to pitch the king piles into corresponding predrillings. It is adisable to choose aibrator with asufficient power resere. This helps guard against the danger of interlock damage through oerheating. Hammers should also be sufficientl powerful so as to aoid, for example, local deformation of the piles. Hammers with ariable impact energ are preferable. If, when installing the intermediate sheet piles, progress is impossible or can onl be achieed through excessie driing energ,check the following: - Check that there are no obstructions in the soil. This can be done, for example, b extracting the intermediate sheet pile and re-driing it outside the interlocks. -Check that the spacing and the positioning of the king piles is correct. This can be done, for example, bmeans of an inclinometer.atube of the same diameter as the inclinometer is fitted with acorresponding interlock piece and jetted in at the back of the king piles. The measurements taken b the inclinometer will gie information on the actual position of the king pile at the releant depths. If itis established that the spacing between the king piles does not correspond to the requirements, the king piles must be extracted and redrien. It is not recommended to force the driing of an intermediate sheet pile, as experience shows that this generall leads to damage and often to de-clutching problems. If geotechnical conditions are problematic and if driing is expected to be difficult, it ma be adisable to fit jetting tubes tothe intermediate sheet piles, close to the free threading interlocks, for low-pressure jetting to facilitate driing. For high-pressure jetting it is recommended to use an appropriatel equipped displacement pile. This displacement pile is drien prior to inserting the actual intermediatesheet pile, and then extracted. Informatie drawings double clamps tubes for low pressure jetting thickening of the cross section 25
28 Research and Deelopment Limit Water Pressure During the deelopment of the HZ sstem Arcelor Mittal in collaboration with independent research institutes carried out tests on double Z sheet piles used as intermediar elements in acombined wall. The aim of the tests was todetermine the load-carring behaiour of these elements when loaded b water pressure. Two hdraulic jacks acting at the flange corners of the Z-piles simulated the water pressure loading. It had been shown inthe framework of a preious research project ia finite element simulations that these concentrated loads ma be considered an acceptable approximation for ahdrostatic pressure distribution. From the outcome of the tests the excellent behaiour of this tpe of combined wall under hdrostatic loading was confirmed: differential water head up to 15 m could be borne b the sstem without failure. During all the tests no declutching occurred, proing the reliabilit of the connections. Limit water pressure (lbs/ft 2 ) for HZ-AZ Sstem (p(x<x) =95%) Pile Steel grade HZ-flange e-mm (in) 17 (0.67) 18(0.71) 19 (0.75) 20 (0.79) 21 (0.83) 23 (0.91) AZ 13 S355 GP S430 GP AZ 18 S355 GP S430 GP AZ 26 S355 GP S430 GP These alues ma be considered as characteristic alues 26
29 Delier Conditions Tolerances following EN HZ AZ Weight ±5% Length ± 8in Thickness e in : in/-0.04 in e in:± 0.02 in e> in :+0.10 in /-0.06 in e> in:±6% Height < 20 in :±0.20 in 8in:±0.20 in 20 in :±0.28 in 8 in <±0.24 in<12in 12 in :±0.28 in Widthsingle pile ± 2% Width interlocked elements ±3% Straightness 0.2 %ofthe length Ends out of square 2%b Tolerances following ASTM A6 HZ AZ Weight ± 2.5 % Length - 0/+5in Aailable maximum length of piles HZ AZ RZD/RZU RH 108 ft 102 ft 79 ft 79 ft For greater delier lengths than indicated, enquire inadance. Steel Grades Standard referred to: EN Comparable International Standards Grade Min. Min. Min. USA Canada Japan ield tensile elongation point strength Lo=5.65 S o CSA JIS ksi ksi % ASTM G4021 A5528 S240 GP S270 GP A328 Gr. 260 W SY295 S320 GP Gr. 300 W S355 GP A572 Gr. 50; A690 Gr. 350 W S390 GP A 572 Gr. 55 SY 390 S430 GP A572 Gr. 60 Gr. 400 W Mill specification: S460 AP(*) A572 Gr.65 ASTM A690 aailable with f k 50 ksi The mechanical properties are shown in the table indicating comparable international standards towhich sheet piles can be ordered. The standard we normall refer to regarding steel grades for hot-rolled sheet piles is EN Part 1. Suppl to other standards is possible on request. For the chemical analsis see corresponding standard. Other qualities of the tpe: steel with copper addition special steels steel with an improed corrosion resistance, on request. Aproposed galanisation of the finished product for corrosion protection for instance, has an influence on the chemical analsis and must be specified in the purchase order. It is recommended that the manufacturer be informed b the purchaser at the time of the order, if asurface treatment on the product is foreseen after delier. (*) For more details, please contact our technical department. 27
Steel Sheet Piling. HZ Steel Wall System EDITION 2007
Steel Sheet Piling HZ Steel Wall Sstem EDITION 2007 Our mill producing the HZ king pile elements needs to be reamped in order to offer in the coming months a brand new sstem proiding a wider range of technical
More informationFoundation Solutions for Projects Steel Sheet Piles The new HZM Steel Wall System
Foundation Solutions for Projects Steel Sheet Piles The new HZM Steel Wall Sstem The new HZM Steel Wall Sstem: HZM / AZ The development of larger vessels for the movement of containers and bulk cargo around
More informationSteel Sheet Piling The New HZ Steel Wall System 2008
Steel Sheet Piling The New HZ Steel Wall Sstem 2008 The new HZ Steel Wall Sstem: HZ-M / AZ The development of larger vessels for the movement of containers and bulk cargo around the world has resulted
More informationUnmatched Product Range Material Availability Manufacturing Capabilities Innovative Applications and Engineering Expertise
Unmatched Product Range Material Availability Manufacturing Capabilities Innovative Applications and Engineering Expertise Your True Project Partner Conversion Table... 2 Steel Sheet Pile... 3 5 7 9 11
More informationSupport Frame STB Technical Instruction Manual
Support Frame STB Technical Instruction Manual Fig. 2.1: Support frame STB 450 Fig. 2.2: Support frame STB 300 Fig. 2.3: Brace bracket SK 150 Product Characteristics The support frames are mainly used
More informationCARLITE grain orien TEd ELECTRICAL STEELS
CARLITE grain ORIENTED ELECTRICAL STEELS M-3 M-4 M-5 M-6 Product d ata Bulletin Applications Potential AK Steel Oriented Electrical Steels are used most effectively in transformer cores having wound or
More informationSupport Frame STB Assembly and Operating Instructions
Support Frame STB Assembly and Operating Instructions Fig. 2.1 Support frame STB 450 Fig. 2.2 Support frame STB 300 Fig. 2.3 Brace bracket SK 150 Product features The support frames are mainly used for
More informationACADEMIC SUCCESS CENTER THE COLLEGE AT BROCKPORT STATE UNIVERSITY OF NEW YORK PROJECT NO
SECTION 270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
More informationTRAN-COR H. grain ORIENTED ELECTRICAL STEELS. Applications Potential. a significant increase in core loss.
TRAN-COR H grain ORIENTED ELECTRICAL STEELS H-0 CARLITE H-0 CARLITE DR H-1 CARLITE H-1 CARLITE DR H-2 CARLITE H-2 CARLITE DR P r o d u c t D ata B u l l e t i n Applications Potential TRAN-COR H CARLITE
More informationSauter Components
51.362/1 AVM 105S, 115S: Actuator with SAUTER Uniersal Technology (SUT) How energy efficiency is improed Automatic adaptation to ale, precision control and high energy efficiency with minimal operating
More informationDesign Guide DSK/DSL
Page 1 of 16 Original version of the design guide For Components DSK 14.26 DSL 14.26 DSK 30.42 DSL 30.42 DSK 50.75 DSL 50.75 DSK 140.170 DSL 140.170 DSK 14.26 DSL 15.28 DSK 30.47 DSL 30.47 DSK 50.80 DSL
More informationTECHNICAL SPECIFICATION
ISSUED : OCT. 02, 2006 PAGE : 1 OF 9 REV. : 1 TECHNICAL SPECIFICATION FOR GST 2006-043A LOOSE TUBE DRY CORE CABLE SINGLE JACKET/SINGLE ARMOR (SJSA CABLE) Prepared By : Oh-Heoung Kwon Engineer Optical Technical
More informationZwick. Materials testing. Product Information Specimen blanking machines for specimen preparation of metals
CTA: 46330 46355 PI 262 0717 M-Cut 65 hydraulic specimen blanking machine with side extension table option Applications Nowadays specimens from steel sheet and metal foils are produced economically and
More informationSection 8 FIBERLIGN Hardware for Aerial FTTP Applications
Section FIBERLIGN Hardware for Aerial FTTP Applications Table of Contents Page FIBERLIGN Products for ADSS Applications FIBERLIGN ADSS Drop Cable Dead-end...-2 FIBERLIGN Midspan Drop...-5 FIBERLIGN LITE
More informationRibbon Cable connector Compliant with MIL Standard
Ribbon Cable connector Compliant with MIL Standard HIF3B Series Features 1. Product Compliant with MIL Standard HIF3B series has been developed as a product compliant with MIL standard, and used for wide
More informationRibbon Cable connector Compliant with MIL Standard
Ribbon Cable connector Compliant with MIL Standard HIF3B Series Product Specifications Rating Features 1. Product Compliant with MIL Standard HIF3B series has been developed as a product compliant with
More informationRibbon Cable connector Compliant with MIL Standard
Ribbon Cable connector Compliant with MIL Standard HIF3B Series Features 1. Product Compliant with MIL Standard HIF3B series has been developed as a product compliant with MIL standard, and used for wide
More informationTruePlate Structural Plate
TruePlate Structural Plate Galvanized Steel and Aluminum Alloy Sizes, Shapes and Height of Cover Tables TrueNorthSteel.com info@truenorthsteel.com 866-82-511 TruePlate Structural Plate Many drainage and
More informationJ-Pro Cable Support System Let Panduit Support Your Cables
J-Pro Cable Support System Let Panduit Support Your Cables The J-Pro Cable Support System is designed to provide a competitive alternative to metal s for routing cables throughout the physical infrastructure.
More informationFiberglass - Technical Data
- Technical Data Cable Tray Thermal Contraction and Expansion X : Denotes hold-down clamp (anchor) at support. _ : Denotes expansion guide clamp at support. It is important that thermal contraction and
More informationUp to 85% higher Service Life due to efficient sealing method.
Robot Accessories Feeding through Up to 85% higher Service Life due to efficient sealing method. 346 Robot Accessories Feeding through Feeding through DDF 2 Rotary Feed-through Series Size Page DDF 2 348
More information9 Simulation of Pull Tests for Grouted Cable Anchors
Simulation of Pull Tests for Grouted Cable Anchors 9-1 9 Simulation of Pull Tests for Grouted Cable Anchors 9.1 Problem Statement The most common method for determination of cable bolt properties is to
More informationUltra Small Surface Mount Coaxial Connectors - Low Profile 1.9mm or 2.4mm Mated Height
Ultra Small Surface Mount Coaxial Connectors - Low Profile 1.9mm or 2.mm Mated Height U.FL Series Up to 6GHz Transmission Speed Mated Height Comparison (With E.FL series) 1.9(2.0Max) U.FL-LP(V)-00 2.(2.5Max)
More informationImpact of Servo Press Motion on Hole Flanging of High Strength Steels (submitted to SAE Sept. 2016)
Impact of Servo Press Motion on Hole Flanging of High Strength Steels (submitted to SAE Sept. 2016) By Pedro Stemler (1), Anoop Samant (2), Dennis Hofmann (1), Taylan Altan (1) (1) Center for Precision
More informationSeries 7400 Vaneaxial Fans Designs 7410, 7412, 7413 & 7416
Bulletin 7410-3 March 1996 Series 7400 Vaneaxial Fans Designs 7410, 7412, 7413 & 7416 Description Index Series 7400 Vaneaxial Fans The Northern Series 7400 Vaneaxial fan is one of the most rugged axial
More informationDIN Connectors DIN06 E-03
DIN Connectors DIN0 E-0 Contents Introduction HOSIDEN DIN connectors are supplied to electronic equipment manufacturers both in Japan and overseas and are very well accepted because of high quality, a
More informationWaveTrax. Fiber Cable Management System
Table of Contents Overview...3 Trough...4 Trough Cover...4 Trough Notching Tool...4 FastLock Coupler...4 Competitive FastLock Coupler...5 Horizontal Elbow...5 Horizontal Elbow Cover...5 Horizontal T...5
More informationTHE AMBER COMPUTER VDU PROJECT.
THE AMBER COMPUTER VDU PROJECT. H. Holden. April. 2019. BACKGROUND: Of the vintage small cathode ray tube VDU s or video monitors, the one that has impressed me the most, is the one manufactured by Zenith
More informationSPECIFICATION 96F SM LOOSE TUBE, DRY CORE MINI CABLE
Revision No.:01 Date: 07.10.06 SPECIFICATION OF 96F SM LOOSE TUBE, DRY CORE MINI CABLE PART NO.:D-96/SM/MTY(F)-MFN-O6.3 Checked By: Pavan Maheshwari Process Associate Design & Development Team Approved
More informationWAH WANG HOLDINGS (HONG KONG) CO., LTD.
Wah Wang Data Sheet for 5mm Super White LED 5C3 Series Angle: 2 Class: Q Part No: WW5C3SWQ4-N Address : Unit 8, 8 th Floor, Nanang Plaza, No.57 Hung To Road, Kwun Tong, Kowloon, Hong Kong Tel : 852-252
More informationPivot Power RJ45 Modular Plug Connectors
Pivot Power RJ45 Modular Plug Connectors Application Specification 114-32052 07 OCT 13 i All numerical values are in metric units [with U.S. customary units in brackets]. Dimensions are in millimeters
More informationChannel Cable Tray - Accessories
Splice Plate The Splice Plate has the standard 4-hole pattern for all cable channel. Provided with straight sections and fittings. 9(*)-1043 3 (76) 9(*)-1044 4 (101) 9(*)-1044-6 6 (152) Horizontal Adjustable
More informationTRAN-COR H-0 CARLITE H-0 CARLITE DR H-1 CARLITE H-1 CARLITE DR H-2 CARLITE H-2 CARLITE DR
P R O D U C T D T B U L L E T I N TRN-COR GRiN ORieNted electricl SteelS H-0 CRLITE H-0 CRLITE DR H-1 CRLITE H-1 CRLITE DR H-2 CRLITE H-2 CRLITE DR H K Steel, the K Steel logo, TRN-COR and CRLITE are registered
More informationH1000 Stay Cable System. The small size cable designed for durability according to fib, Setra and PTI recommendations
H1000 Stay Cable System The small size cable designed for durability according to fib, Setra and PTI recommendations H1000 Stay Cable System Freyssinet H1000 stay cable is a parallel strand system for
More informationwith additional normally-open signalling contact l With integrated AS interface Safety at Work.
Safety Hinge Switch SHS3 In addition to the plug connection version, an SHS with fixed cable connection at the rear is also available Right and left hinged systems possible for optimum cable routing Mounting
More informationFully ly Automaticti. Motorised Satellite t TV System. User s manual REV
REV. 1.0 Fully ly Automaticti Motorised Satellite t TV System User s manual Customer Help Line: 1300 139 255 Support Email: support@satkingpromax.com.au Website: www.satkingpromax.com.au www.satkingpromax.com.au
More informationMEGALEX Carbon fiber sucker rods 4/25/2011 1
4/25/2011 1 Presenter MEGALEX Mitchell Hale, P.E. Professional Professional Engineer, California US Patent #4869322 Sequential Hydraulic Fracturing of a Subsurface Formation 1989 Education BS Petroleum
More informationRectangular, Multiple-Position Rack/Panel Insulation Displacement Connectors (IDC)
Rectangular, Multiple-Position Rack/Panel Insulation Displacement Connectors (IDC) QR/P18 Series Overview The QR/P18 Series of miniature rack/panel connectors is designed for the complete segmentation
More informationDescription of Bolt Torque Tables
Maximum (preferred) torque required per bolt (foot pounds) to arrive at the maximum available / recommended gasket stress shown in the previous column. (4) Maximum gasket stress recommended or available
More informationLVDT. Inductive Position Transducer - Hydraulic Series. SM-HYD Hydraulic Series. Key-Features:
HM 1808 LVDT Inductive Position Transducer - Hydraulic Series SM-HYD Hydraulic Series Key-Features: Content: - Screw flange M18x1,5 / M30x1,5 or plug-in flange Ø18 - Pressure up to 400 bar - Measurement
More informationBolt-A-Plate. We Support You.
Bolt-A-Plate www.ail.ca We Support You. AIL s Bolt-A-Plate product is used to form the outer rings of wind turbine bases. Helical Corrugated Steel Pipe is used for the inner rings of the bases. Our Commitment
More information8000 Plus Series Safety Light Curtain Installation Sheet ( CD206A/ CD206B )
SMARTSCAN 8000 PLUS LIGHT CURTAIN 1 Unpacking 8000 Plus Series Safety Light Curtain Installation Sheet ( CD206A/0160306 CD206B160306 ) Remove all packaging material and retain it Locate and keep the delivery
More informationFibre Optic Connectors
Fibre Optic Connectors Expanded Beam - Fibre Optic Connectors D38999 Derived Expanded Beam Connectors for Harsh Enviroment Applications NCAGE Code U5792 www.polamco.com Expanded Beam - Fibre Optic Connectors
More informationSimulation of Micro Blanking Process of Square Hole with Fillet Based on DEFORM-3D
3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015) Simulation of Micro Blanking Process of Square Hole with Fillet Based on DEFORM-3D Shining Zhou 1,a, Xiaolong
More informationRibbon Cable connector Compliant with MIL Standard
Ribbon Cable connector Compliant with MIL Standard HIF3B Series Features 1. Product Compliant with MIL Standard HIF3B series has been developed as a product compliant with MIL standard, and used for wide
More informationHCS - HES Cabling Systems
HCS - HES Cabling Systems Installation Manual for HCS High-Capacity Fiber-Optic Rack-Mount Cabinets Be sure to read and completely understand this procedure before applying product. Be sure to select the
More informationTwin City Fan & Blower
Twin City Fan & Blower BULLETIN 315 August 2000 SERIES 2000 DWDI BACKWARD INCLINED FANS TYPE BAB Series 2000 BAB DWDI Backward Inclined Fans This bulletin features our new BAB Series 2000 DWDI (double
More information3M Fiber Optic Splice Closure 2178-XSB/XSB-FR & 2178-XLB/XLB-FR 3M Cable Addition Kit 2181-XB/XB-FR
3M Fiber Optic Splice Closure 2178-XSB/XSB-FR & 2178-XLB/XLB-FR 3M Cable Addition Kit 2181-XB/XB-FR Instructions July 2010 78-8135-0094-5-K 3 1.0 General 1.1 3M Fiber Optic Splice Closure 2178-XSB The
More informationMILITARY SPECIFICATION SHEET
INCH POUND MIL-S-22885/100A 16 May 2003 SUPERSEDING MIL-S-22885/100 (USAF) 27 August 1982 MILITARY SPECIFICATION SHEET SWITCH, PUSH BUTTON, ILLUMINATED, 4-LAMP, SPDT AND DPDT, 7.5 AMPERES, SILVER CONTACTS,
More informationMechanical Considerations in the Outer Tracker and VXD. Bill Cooper Fermilab
Mechanical Considerations in the Outer Tracker and VXD Fermilab August 23, 2005 1 Overview I ll describe developments since the SLAC workshop in mechanical design efforts at Fermilab related to SiD tracking.
More informationCable installation guidelines
The Quality Connection Cable installation guidelines Business Unit Industrial Projects 2 Cable installation guidelines www.leoni-industrial-projects.com GENERAL Installation methods Many different methods
More informationAmorphous Alloys for Transformer Cores
Amorphous Alloys for Transformer Cores Metglas Amorphous Transformer cores are manufactured from low loss Metglas 2605SA1 and Metglas 2605HB1M transformer core alloys. These low loss, high permeability
More informationVAM 21 VAM TOP HT VAM FJL VAM HTF DINO VAM VAM HW ST VAM MUST
The Semi-Flush connection from a NAME you trust VAM 21 VAM TOP VAM TOP HC VAM TOP HT VAM SLIJ II VAM FJL VAM HTF DINO VAM BIG OMEGA TM VAM TOP FE VAM HW ST VAM MUST Slimline integral joint casing connection
More informationBehavior of Multi-Helix Screw Anchors in Sand
Behavior of Multi- Screw Anchors in Sand Alan J. Lutenegger Department of Civil & Environmental Engineering University of Massachusetts Amherst, Ma. USA 01003 ABSTRACT The behavior of multi-helix screw
More informationProduct Data Sheet 4656 EZ
The engineer's choice 4656 EZ INDEX 1 General... 3 2 Mechanics... 3 2.1 GENERAL... 3 2.2 CONNECTIONS... 4 3 Operating Data... 5 3.1 ELECTRICAL OPERATING DATA... 5 3.2 OPERATING DATA - ELECTRICAL INTERFACE
More informationManual SRM Pro Series
Manual SRM Pro Series Section 1: Screen Design. 1.1 What is it? The Manual SRM Pro features a slow retract mechanism for hands-free retraction. Its housing comes in a pearlescent aluminum white finish
More informationAdapter Selection. Entry Size (Continued) Table E. Multiplication. factors for wire bundles. with Equal Size Wires. This table provides multiplication
Table E. Multiplication Factors for Wire Bundles with Equal Size Wires This table provides multiplication factors for wire bundles of to 6 wires. To determine the approximate diameter of a wire bundle
More informationIntelligent Pendulum Hardness Tester BEVS 1306 User Manual
Intelligent Pendulum Hardness Tester BEVS 1306 User Manual Please read the user manual before operation. PAGE 1 Content 1. Company Profile... 3 2. Product Introduction... 3 3. Operation Instruction...
More informationThe BRU-SF10 supports single mode optical fiber cable ensuring 2,000m transmission at maximum.
As of May 8, 2012 BRU-SF10 1. Single mode fiber cable supported The BRU-SF10 supports single mode optical fiber cable ensuring 2,000m transmission at maximum. 2. Status display on the front panel The following
More informationRibbon Cable connector Compliant with MIL Standard
Ribbon Cable connector Compliant with MIL Standard HIF3B Series Features 1. Product Compliant with MIL Standard HIF3B series has been developed as a product compliant with MIL standard, and used for wide
More informationSPECIFICATION FOR FIBER OPTIC SPLICE CLOSURE
SP-CTN-CT3000M,CT3000ML-00 ISSUED : 2015/02/11 PAGE : 8 SPECIFICATION FOR FIBER OPTIC SPLICE CLOSURE CT3000M/CT3000ML Fiber Optic Splice Closure 2 / 8 1. GENERAL This specification covers the standards
More information3B SCIENTIFIC PHYSICS
3B SCIENTIFIC PHYSICS Complete Fine Beam Tube System 1013843 Instruction sheet 10/15 SD/ALF If it is to be expected that safe operation is impossible (e.g., in case of visible damage), the apparatus is
More informationINDUSTRIAL PROCESS AND COMMERCIAL VENTILATION SYSTEMS. Twin City Fan MODULAR PLENUM FANS MPLFN MPLFS MPLQN MPLQS CATALOG 495 APRIL 2013
Twin City Fan INDUSTRIAL PROCESS AND COMMERCIAL VENTILATION SYSTEMS MODULAR PLENUM FANS MPLFN MPLFS MPLQN MPLQS CATALOG 495 APRIL 2013 PLENUM FANS Models MPLFN MPLFS MPLQN MPLQS Twin City Fan & Blower
More informationSPECIFICATION 192F SM LOOSE TUBE, DRY CORE MINI CABLE
Revision No.:00 Date: 08.03.2010 SPECIFICATION OF 192F SM LOOSE TUBE, DRY CORE MINI CABLE PART NO.:D-192/SM/MTY(F)-MFN-O9.1 Checked By: Pavan Maheshwari Process Associate Design & Development Team Approved
More informationAPPLIANCES /// MTA, CST-100 II AND SL-156 CONNECTORS. CONNECTORS/ APPLIANCES MTA, CST-100 II and SL-156 Connectors
PPLINCES /// MT, CST-100 II ND SL-156 CONNECTORS CONNECTORS/ PPLINCES MT, CST-100 II and SL-156 Connectors Contents Introduction This catalog has been designed to assist you, our customer, identify products
More informationCheck what you have received against the component checklist and hardware above.
SA46S SA46W SA46B SA46PB Component Checklist Installation Instructions SYSTEMA Systema Monitor Arm 460mm HARDWARE Display Mounting Spacers (x4) Display Mounting Screws Arm Assembly VESA monitor head M4
More informationSECTION 4 TABLE OF CONTENTS
Contents Introduction LC, SC and ST Series...4-2 Markets and Applications...4-2 International Standard Documents Compliance...4-2 LC Series Features and Benefits...4-3 LC Standard... 4-4 to 4-5 LC for
More information0.3 mm Pitch, 1.5 mm Mated Height, Board- to-fine Coaxial Cable Connectors
All non-rohs products have been discontinued, or will be discontinued soon. Please check the products status on the Hirose website RoHS search at www.hirose-connectors.com, or contact your Hirose sales
More informationSpecification for Loose Tube Fiber Optic Cable (Non-Metallic, Dry Block, Figure-8) (G.652.D)
2-3, Marunouchi 2-chome, Chiyoda-ku, Tokyo 100-8322, Japan No. FB-KL4001C for Loose Tube Fiber Optic Cable (Non-Metallic, Dry Block, Figure-8) (G.652.D) Aug 2014 1 1. General This specification describes
More informationPKK PKK CHARACTERISTICS. Dimensions. Travel. Travel speed. Acceleration. Temperature. Special versions APPLICATION AREAS. PLE max.
PKK loa d / (kg/m) PKK 10 8 6 4 2 0 0 P KK 1 20 PKK applications 49 PKK dimensions 50 PKK types 52 PKK sizes 54 PKK parts 55 PKK assembly 56 PKK article numbers 62 LOAD DIAGRAM PKK 2 2 0 2 P KK 2 40 PKK
More informationHN Connectors. Automatic Connector. Introduction. Contents. 631/ FAX 631/
Connectors Introduction 2004 Automatic Connector. All rights reserved. pdf 1.0 4-13-04 Contents Specifications........................... 2 Straight Cable Plugs...................... 3 Right Angle Cable
More informationSUMITOMO PRODUCT SPECIFICATION. FutureFLEX. TCxxTP2-1 PLENUM RATED TUBE CABLE SERIES (NFPA 262) WITH GALVANIZED STEEL INTERLOCKED ARMORING
SUMITOMO PRODUCT SPECIFICATION FutureFLEX TCxxTP2-1 PLENUM RATED TUBE CABLE SERIES (NFPA 262) WITH GALVANIZED STEEL INTERLOCKED ARMORING SUMITOMO ELECTRIC LIGHTWAVE CORP. 201 South Rogers Lane, Suite 100,
More informationINSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS PARTS REQUIRED Parts in the box Single monitor Dual monitor M2 M8 M/Flex + (package contents will depend on configuration ordered) Tools required for installation 6.0 mm Hex Key
More informationFor Sales & Information, Call Toll Free: (888)
PCR Outline Dimensions 2.75" (69.8 mm) 0.44" (11 mm) 0.25" (6.3 mm) (-) (+) 15.8" (401 mm) 9.3" (236 mm) Nameplate 1.25" (31.8 mm) 3.0" (76 mm) 7.40" (188 mm) 12.63" (321 mm) R 0.219" (R 5.56 mm) Serial
More informationHD Flex Patch Panel. ASSEMBLY VIEW (FLEX1UPN** shown) FS128B. CONTENTS: (#) indicates FLEX4UPN** quantity
HD Flex Patch Panel Part Numbers: FLEX1UPN**, FLEX2UPN**, FLEX4UPN** Panduit Corp. 2018 INSTALLATION INSTRUCTIONS Note: HD Flex Patch Panels are compatible with HD Flex Fiber System Components. HD Flex
More information4.9 BEAM BLANKING AND PULSING OPTIONS
4.9 BEAM BLANKING AND PULSING OPTIONS Beam Blanker BNC DESCRIPTION OF BLANKER CONTROLS Beam Blanker assembly Electron Gun Controls Blanker BNC: An input BNC on one of the 1⅓ CF flanges on the Flange Multiplexer
More informationConnecting cables NEBS, for sensors
Connecting cables NEBS, for sensors Connecting cables NEBS, for sensors Product range overview Function Version Type code Connection technology (Electrical connection 2) Connecting cable Cable characteristic
More informationDLP ANTENNA INSTRUCTION MANUAL. Dielectric LLC 22 Tower Road Raymond, Maine Phone:
DLP ANTENNA INSTRUCTION MANUAL Dielectric LLC 22 Tower Road Raymond, Maine 04071 Phone: 800-341-9678 TABLE OF CONTENTS Section Title Page Warnings 1 Return Policy. 1 Factory Tests... 1 Antenna Description....
More informationEddy Current Probe System
CMSS 785 Eddy Current Probe System API-670 Proximity transducer system, 5 mm and 8 mm Eddy Current Probe System The CMSS 785 system is an eddy current type non-contact displacement/ vibration system, used
More informationABB IEC International Pin and Sleeve
Approved According to IEC 60 309-1, -2, -4 Range from 16 up to 125 Amp, up to 600V, IP67 (Watertight) Safety Proven performance: With more than 30 years of experience, ABB IEC Pin and Sleeve Connectors
More informationSeries 2500 Vibration Isolation Table
Series 2500 Vibration Isolation Table October 2008 1741 W. University Drive, Ste. 146 1741 W. University Drive, Ste. 146 Now, even better! The Series 2500 Vibration Isolation Table has been very well received.
More informationK Service Source. Apple High-Res Monochrome Monitor
K Service Source Apple High-Res Monochrome Monitor K Service Source Specifications Apple High-Resolution Monochrome Monitor Specifications Characteristics - 1 Characteristics Picture Tube 12-in. diagonal
More informationINSTRUCTION AND MAINTENANCE VIDEO MOTORE PROJECTION SCREEN
INSTRUCTION AND MAINTENANCE VIDEO MOTORE PROJECTION SCREEN 1.1 TECHNICAL DATA PRODUCT DESCRIPTION Screens made with the following projection fabrics: SOFT WHITE, MATT WHITE SOFT, SOFT WHITE TRANSOUND,
More informationStructural Plate Design Guide. 5 th Edition MULTI-PLATE. Aluminum Structural Plate. Aluminum Box Culvert SUPER-SPAN SUPER-PLATE.
ENGINEERED SOLUTIONS Structural Plate Design Guide 5 th Edition MULTI-PLATE Aluminum Structural Plate SUPER-SPAN SUPER-PLATE BridgeCor Table of Contents Steel and Aluminum Structural Plate design guide.
More informationANCHOR PRO. Version User Manual
S. K. Ghosh Associates Inc. Seismic and Building Code Consulting ANCHOR PRO Version 2.0.1 User Manual 334 East Colfax Street, Unit E 43 Vantis Drive Palatine, IL 60067 Aliso Viejo, CA 92656 Ph: (847) 991-2700
More informationProduct Data Sheet 4656 ZW
The engineer's choice 4656 ZW INDEX 1 General... 3 2 Mechanics... 3 2.1 GENERAL... 3 2.2 CONNECTIONS... 4 3 Operating Data... 5 3.1 ELECTRICAL OPERATING DATA... 5 3.2 OPERATING DATA - ELECTRICAL INTERFACE
More information2.4 METER SERIES 1250 ANTENNA SYSTEM
June 1,2009 Revision B Assembly Manual 2.4 METER SERIES 1250 ANTENNA SYSTEM General Dynamics SATCOM Technologies 1500 Prodelin Drive Newton NC 28658 2.4 Meter 2 Piece Az/El Installation Instructions B
More information1.8 METER SERIES 1183 Az/El MOUNT ANTENNA SYSTEM
REVISION G January 11, 2002 ASSEMBLY MANUAL 1.8 METER SERIES 1183 Az/El MOUNT ANTENNA SYSTEM PRODELIN CORPORATION 1500 Prodelin Drive Newton NC 28658 1.8 METER SERIES 1183 Az/El MOUNT ANTENNA SYSTEM G
More informationcase 5 temperature sensor cosine sensor sine sensor ground + 5V phase 2- phase 2+ phase 1- phase 1+
Motor Cables Accessories Motor Cables Extension cables tailo for use with Norgren NP Linear Motors are available in two different versions; standard and high flex for the use in trailing chains or cable
More information1.0 DESCRIPTION. This specification covers roll-up signs to be used in temporary traffic control zones.
(Page 1 of 10) ROLL-UP SIGNS (MGS-04-01O) 1.0 DESCRIPTION. This specification covers roll-up signs to be used in temporary traffic control zones. 2.0 MATERIAL. 2.1 SIGNS AND OVERLAYS. 2.1.1 SUBSTRATES.
More informationW100L: Laser Sensor in Mini- Format
Product group W00 Laser Photoelectric proximity switch energ. Photoelectric reflex switch W00L: Laser Sensor in ini- Format Through-beam photoelectric switch Where applications demand it, the sensor can
More informationType "N" Connectors. Type "N" Interface Dimensions
Type "N" Connectors The type N series coaxial connectors were originally designed as medium-size low voltage constant impedance 50 OHM connectors. Type N connectors found immediate popularity for microwave
More informationTHE CABLE TRAY SYSTEM
C A B L E S A N I T A T I O N C A B L E T R A Y S Y S T E M S THE CABLE TRAY SYSTEM The SILTEC cable tray system is a product, developed for optimum functionality and with focus on simplicity and accessibility,
More informationOpen Frame Racks and Accessories
12.1 Open Frame Racks and Accessories 12 Table of Contents Open Frame Racks and Accessories Page No. Introduction 12.2 Open Frame Rack Kits & Accessories 12.3 12.4 Copper Rack Kit 12.3 Fiber Rack Kit 12.3
More informationDL-AR2 Technical Specifications Universal HDMI Adapter Ring Rev
DL-AR2 Technical Specifications Universal HDMI Adapter Ring Rev. 130814 The DL-AR2 Digital Adapter Keychain was developed to support the rising proliferation of mobile devices used in presentation systems.
More informationFlygt Submersible Motor Cables
Flygt Submersible Motor Cables This brochure contains an overview of the Flygt motor cable assortment. The cables are especially designed for submersible use and made of carefully selected materials. The
More informationKEL 24 Cable entry frames
24 Cable entry frames Split inserts Description Type Order No. Inserts KT PU small large The 24 matches exactly the cut-out dimensions of 24-pole standard industrial connectors. 24 42241 - The split insert
More informationRSH27 Nixie Tube Socket with LED
Contents: 1. Applications of the socket 2. Solder instructions of the socket 3. Drawing of the assembled socket 4. Section drawing of the socket with IN-8 tube 5. Drawing and technical data of the tube
More informationINSTRUMENT CATHODE-RAY TUBE
INSTRUMENT CATHODE-RAY TUBE 14 cm diagonal rectangular flat face domed mesh post-deflection acceleration improved spot quality for character readout high precision by internal permanent magnetic correction
More informationSeries 8800 Radial Tip Fans Design 8812
Bulletin 8800-2 October 1996 Series 8800 Radial Tip Fans Design 8812 Description Index Series 8800 Radial Tip Fans The Design 8812 Radial Tip fan is a reliable, highly efficient, heavy duty, rugged fan
More information