10/0342 - Op Works, Prescribed Tidal Works - Jetty [As Published] · 142010.342

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PILE LENGTH

 

 

        

 

 

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longitudinal reinforcenent
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typicol Longitudinal Section 4400 x 12 wall
. Strength , wall thickness
Dio A Designation | Strength diagron tori " . .
kNri . . . . varies according to design)
- circumferential spiral wire
400 175 drawing 90339 Bia A
400 275 drawing 90340
400 . 375 drawing 90341
450 275 drawing 90370 ~
450 425 drawing 90371
450 525 drawing 90372 longitudinal reinforcenent . >
(schenatic arrangement) aie
‘Notes + j
1. Standard Rocla Morina piles are hollow spun, prestressed concrete elenents, typical. Cross Section
Pie type is described by diometer and strength designotion eg 4S0dia/S25 kNn. °
‘Strength designotion’ = the maxinun bending noment strength (kNn). , oo. . os
Refer to the strength diograns for bending ond shear strengths for each pie type. All dimensions _in_mm unless otherwise stated. flenome :_8286D.dwg
. ISSUE TES

2. Longitudinal wire = Hord Drown wire to AS 1303; prestressed strands to ASI3II.

3. Circumferentiol wire = Hard Drown wire to AS 1303.

4. The nininun assuned design life = 20 years in a marine environment.

5. 28 day chorocteristic spun concrete compressive strength = 65 MPo (nin).

& Pile lengths are linited by strength type. Check ovaiabitity before ordering.

7, Jointed piles ore otso availovle.

8 Refer to ‘Structural Specificotion for Stondord Rocla Spun Concrete Marina Piles’ for
further details. Aliso, refer to document ‘Guide to the Transport, Handling, Storage

Continuous circumferential spiral wire
‘aries according to design)

wall thickness

(pile head)

chonfered edge

 
 

        

400 65x5 golv steel
hesdbond for
driving opplice tions

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GENERAL DETAILS ‘FOR

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Concrete Polss) 400 & 450 diameter


(NOT TO GE OSCLOSED TO ANY OTHER PERSON WITHOUT PERMISSION PROW
ROCLA LOMTED, UNAUTHORISED OISCLOSURE WAY RESULT I PROSECUTION )

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and Instollotion of Roclo Morino Piles’. "

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GARTER] 22/11
Morino piles NTS
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