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© 2014 Foundation Supportworks

®

,

Inc.

All Rights Reserved

p 230

Chapter 3

Hydraulically-Driven Push Piers

CHAPTER 3

HYDRAULICALLY-DRIVEN PUSH PIERS

3.7 Corrosion Protection

Foundation Supportworks’ hydraulically-driven

steel push pier systems have been designed

following the guidelines of ICC-ES AC358 and

ICC-ES AC406 for corrosion loss rates and

design period (50 years).

The starter and pier tube sections used for

Models PP288 and PP350 push pier systems

are manufactured with a triple-layer, in-line

galvanized coating. The triple-layer coating

process consists of a uniform galvanized zinc

coating, an intermediate conversion coating to

inhibit the formation of white rust and enhance

corrosion resistance, and a clear organic

polymer top coating which interacts with the

intermediate coating to further enhance the

corrosion protection and durability. The insides of

the PP288 and PP350 starter and pier tubes also

have a zinc-rich coating. Although the triple-layer

coating offers significant corrosion resistance,

the process is not specifically recognized within

AC358 and AC406. The PP288 and PP350 push

pier system capacities provided in Appendix 3A

are therefore conservatively based on corrosion

losses for plain steel.

The starter and pier tube sections for the PP237

and PP400 push pier systems are available in either

plain steel or with a hot-dip galvanized coating in

accordance with ASTM A123. The FSI push pier

system brackets, external sleeves, and pier caps

are also available as either plain steel or hot-dip

galvanized (ASTM A123). The bracket hardware is

electro-plated in accordance with ASTM B633.

Additional corrosion protection may be achieved

by filling the pier tubes with a fluid grout or concrete

mix following installation. With a dry hole and using

a neat or sand mix, the grout may be gravity fed

from the top of the pier. In a wet hole, to prevent

segregation of aggregate, or to prevent bridging

effects, the grout may be placed by tremie tube

from the bottom of the pier toward the surface.

Pier tubes can also be filled with concrete or grout

at intervals during the installation; i.e., piers are

gravity filled from the top after advancement of

every one or two sections.

3.8 Push Pier

Installation Equipment

The equipment needed to first drive the piers

individually and then transfer the structural load

to the multiple pier locations consists of hydraulic

cylinders, a hydraulic pump, a remote valve

assembly (or other control device), hoses and

fittings, drive stands and lift cylinder assemblies.

Safety precautionsmust be followedwhenusing

high pressure hydraulics. The pressure rating

of each system component must be verified

prior to use to ensure that all components

meet the maximum pressure rating required

during the installation. Hoses and fittings

should be checked periodically for damage and

replaced when in question. Failure to follow

manufacturer’s specifications may result in

equipment failure and/or personal injury.