Top Banner
PROJECT DEMONSTRATES SEVERAL CLASSICAL ADVANTAGES OF HELICAL PILES SPEED: Total foundaon install me was 4 days. Day 1: Survey in pile loca- ons and install baer boards. Day 2: Hydro excavate to look for under- ground obstrucons. Day 3: Install helical piles. Day 4: Poured concrete to fill in hydro excavated holes. UNINTRUSIVE: Small equipment and crew were able to stay out of truck lanes. No excavaon for foundaons. No need to reroute exisng lines or conduit. No soil spoils requiring disposal. Unaffected by weather: Hydro-excavaon occurred during heavy rains. Helical piles installed the next day in wet condions. Immediate load bearing capability: Canopy base plates were aached di- rectly to the pile cap. Cost Savings: Helical piles not only met the schedule and access require- ments; they were much cheaper than spread footers. CANOPY Customer needed a new can- opy over an exisng truck unloading rack. Operaon needed to connue as unin- terrupted as possible. Above picture taken four weeks aſter project was started. Includes paving and installa- on of lights. Truck unload- ing was never stopped or di- verted. SPREAD FOOTER OPTION Spread footers were esmat- ed to take at least 3 1/2 weeks to install. Truck lanes would have to be closed while footers were dug, formed, poured, and allowed to cure. Helical Pile Case Study Canopy over Truck Unloading Rack Cheaper, Faster, and more Flexible than Spread footers
2

Canopy Case Study 2

Apr 15, 2017

Download

Documents

James Parrish
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: Canopy Case Study 2

PROJECT DEMONSTRATES SEVERAL CLASSICAL ADVANTAGES OF HELICAL PILES

SPEED: Total foundation install time was 4 days. Day 1: Survey in pile loca-

tions and install batter boards. Day 2: Hydro excavate to look for under-

ground obstructions. Day 3: Install helical piles. Day 4: Poured concrete to

fill in hydro excavated holes.

UNINTRUSIVE: Small equipment and crew were able to stay out of truck

lanes. No excavation for foundations. No need to reroute existing lines or

conduit. No soil spoils requiring disposal.

Unaffected by weather: Hydro-excavation occurred during heavy rains.

Helical piles installed the next day in wet conditions.

Immediate load bearing capability: Canopy base plates were attached di-

rectly to the pile cap.

Cost Savings: Helical piles not only met the schedule and access require-

ments; they were much cheaper than spread footers.

CANOPY

Customer needed a new can-

opy over an existing truck

unloading rack. Operation

needed to continue as unin-

terrupted as possible. Above

picture taken four weeks

after project was started.

Includes paving and installa-

tion of lights. Truck unload-

ing was never stopped or di-

verted.

SPREAD FOOTER OPTION

Spread footers were estimat-

ed to take at least 3 1/2

weeks to install. Truck lanes

would have to be closed

while footers were dug,

formed, poured, and allowed

to cure.

Helical Pile Case Study Canopy over Truck Unloading Rack

Cheaper, Faster, and more Flexible than Spread footers

Page 2: Canopy Case Study 2

NO RACK INTERRUPTION

SOUTHERN INDUSTRIAL PILING, LLC

3670 Haynesville Hwy.

EL Dorado, AR 71730

870.866.9002 ph.

[email protected] email

www.sipiling.com

FAST INSTALLATION

Piles need small cross sectional area so could

be installed close to existing underground lines

without the need to reroute.

HIGH CAPACITY IN A SMALL FOOT PRINT

Trucks were able to unload in all lanes during

pile installation.

ADVANTAGES OVER SPREAD FOOTERS

Fast installation with small crew and equip-

ment requirements made helical piles the

quickest and most economical choice.

Faster installation with smaller crew and

equipment. No excavation spoils to handle or

dispose. No need for wreck forms and back

fill. Immediately loadable. More economical.

Hydro-excavation was performed to 5’ deep.

This assured no underground pipelines or con-

duit were in the way of the piles. The deep

narrow holes left after pile installation were

back filled with concrete. This assured that no

voids were left and increased lateral load ca-

pacity.

Pile caps can be imbedded in concrete. Or can

be used in a welded or bolted concrete-free

foundation system. In this application the can-

opy contractor welded the base plates directly

to the pile cap.

INNOVATIVE DESIGN