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Helica Pull Down Micropile
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Faster construction Building on weak soil sites High-capacity applications Limited-access installation Underpinning foundations New construction foundations Authorized installationcontractors are trained and certified by CHANCE Co.
Patented
History of CHANCE in Civil Construction. . . standard construction practices to build onOver 95 years of Chance engineering research anddevelopment have brought the unique advantages of helicalanchors to meet today's construction challenges.
CHANCE is the world leader in screw anchor technology.Regardless of the application, CHANCE products and methods areefficient and predictable. They give a cost-effective alternatives totraditional construction methods.
CHANCE helical anchors extend bearing plates into stable strataunder soft, loose or expansive surface soils without significantdisturbance.
HELICAL PIER Foundaton Systems:Underpinning & New Construction Foundations
Retaining Wall Tieback Anchors
Pipeline BouyancyControl Systems
Soil Nailing with Soil Screw Retention Wall System
2
GroutReservoir
Neat Cement Grout(Very Flowable)
ExtensionDisplacement Plate
SS (Square Shaft)Extension
Helix BearingPlates
LeadDisplacement Plate
SubstationFoundations
Telecom TowerFoundations &Guy Anchors
TransmissionTowerFoundations
Speed Ease High CapacityThe HELICAL PULLDOWN Micropile also develops additional capacityby combining both end-bearing on the helical plates and skin frictionalong the rough surface of the grout column. The result is a highercapacity pile system.
The HELICAL PULLDOWN Micropile could be just the Deep FoundationSolution youre looking for. . .put it to work on your next project.
ContentsNewConstruction
3
Underpinning
TelecomTowers
Page
5Page
6
SubstationPage
6
ExtensiveTesting
Page
7
InstallationEquipment
Page
7
The HELICAL PULLDOWN Micropile is a system for constructing agrout column around the shaft of a standard HELICAL PIERFoundation Systems pile.To begin the process, a screw anchor is placed into the soil by applyingtorque to the shaft. The helical shape of the bearing plates creates atremendous pulling force that keeps the anchor advancing downwardinto the soil. After the lead section with the helical plates penetrates thesoil, a Lead Displacement Plate and Extension are bolted onto theshaft. Resuming torque on the assembled shaft advances the helicalplates and pulls the displacement plate downward, forcing soil outwardto create a cylindrical void around the shaft. From a reservoir at thesurface, a flowable grout immediately fills this void, surrounding andencapsulating the shaft. Additional extensions and displacement platesare added until the helical bearing plates reach competent load-bearingsoil. This displacement pile system does not require removing spoilsfrom the site.Benefits of this system include: Resistance to buckling in weak surface soils Stiffer pile (deflects less at a particular load) Additional corrosion protection in aggressive soils
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4
Higher load capacities than ever now areachievable by the patented HELICAL PULLDOWN Micropiletechnology. It continues to overcome obstacles to traditionalfoundation methods for a growing number of applications.
What is aHELICAL PULLDOWNMicropile?
Installing a (4) helix lead-section. Installing an extension withLead Displacement Plateand PVC grout reservoir.
Installing additionalextensions through thePVC reservoir.
Cutting the extension to therequired elevation.
An excavator with torque motor installs a row of HELICALPULLDOWN Micropiles to support a new building.
Helical lead sections have been installed.Extensions with a Lead Displacement Plateare ready for installation with grout reservoir.
Installion of grout reservoir.
Adding more groutto the reservoir
Monitoring torque duringinstallation confirms bearingcapacity.
Pulling out the groutreservoir afterreaching thespecified torque.
A HELICAL PULLDOWNMicropile is a displacementpile that forces soil out aroundthe shaft. The void is filledwith grout.
Topping up themicropile with grout.
New Foundation ConstructionTypicalProject A
4
TypicalProject B New Foundation Construction
Failing shear-wall foundations were causing distress to the structure.
Preparing the footing for a HELICAL PULLDOWN Micropile.
Mixing grout and adding it to a micropile.
Adding an extension to get to founding depth and installing a repairbracket. The PVC casing minimizes negative down-drag forces.
5
Underpinning Restoring a Settled Foundation
5
Telecommunication Tower Foundations
SubstationFoundations
72' 2"TotalDepth
23' 10"10' GroutColumn
17' 0"8' GroutColumn
14' 0"7' GroutColumn
16' 8"SS175 w/(5) 14"Helices
6
HELICALPULLDOWN
MicropileDetail
Installation of the micropile is completed quickly and easily with ahydraulic torque motor mounted on readily available equipment.Challenging sites, even with limited access, are overcome with theHELICAL PULLDOWN Micropile.
HELICAL PULLDOWN Micropile:Tested to 205 tons
Close-up of HELICALPULLDOWN Micropileextracted from clay soil
HELICAL PULLDOWNMicropile extracted forvisual inspection
Extensive Load Testing
Standard Construction Equipment
7
Cross-sectionof extractedmicropile
NOTE: Because Hubbell has a policy of continuous product improvement, we reserve the right to change design and specifications without notice.
Printed in U.S.A. Copyright 2002 Hubbell / Chance10M RGS 01/02
ISO 9001-1994Cert. No. 001136
A. B. Chance Co.Centralia, MO USA
Bulletin 01-0201
To locate a Certified Installer in your local area,consult our Distributor Network listed onhttp://www.hubbell.com/abchance
ANDERSON Hubbell Power Systems, Inc.
UNITED STATESHUBBELL POWER SYSTEMS, INC.210 N. AllenCentralia, Mo 65240Phone: 573-682-8414Fax: 573-682-8660e-mail: [email protected]
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E-mail: [email protected]