Slotted mandrel for lateral displacement pier and method of use
View Patent ↗A slotted mandrel is used in displacement pier construction. Longitudinal slots are formed in the sides of the hollow mandrel which allow for the introduction of aggregate efficiently into the mandrel from a hopper through which the mandrel passes while being driven into the ground. Water may also be employed with the aggregate. Once in the ground the mandrel is raised to release the aggregate (and water if present) into the formed hole in lifts and a mandrel head then compacts the aggregate in the hole. This apparatus and method obviates the need for complicated and expensive hoppers that are raised with the mandrel or the use of expensive aggregate delivery systems.
1. A system for constructing aggregate piers, the system comprising:
a hollow mandrel having an open internal diameter and having elongated slots spaced vertically in a sidewall of said mandrel, said elongated slots comprising two series of said elongated slots each slot having a minimum width at least twice the maximum diameter of aggregate to be used with the system, each series spaced vertically and continuously on opposite sidewalls along the length of said mandrel from a proximal end to a distal end, the sum of the width of slots located at any elevation on the mandrel being less than 50% of the perimeter length of the mandrel cross-section at that elevation and a centerline horizontally spaced between the two opposing series of slots comprising vertically continuous sidewall material from the proximal end to the distal end, said slots adapted to allow for the continual flow of the aggregate therein, and said mandrel having a width substantially the same width as a cavity being formed, the aggregate filling the interior of the mandrel and preventing soils from entering the mandrel due to the aggregate in the mandrel;
a mandrel head connected to the distal end of the mandrel and configured for compacting the aggregate after discharge of the aggregate from the distal end of said mandrel, and said mandrel head being shaped like a tamper foot and attached to said mandrel, and having a beveled surface at bottom sides thereof;
a base machine operatively connected to the proximal end for driving said mandrel generally vertically into the ground; and
a hopper at the ground surface through which said mandrel passes, said hopper filled with the aggregate to flow into said mandrel through said series of elongated slots.
2. The system of claim 1 , wherein the mandrel has a cylindrical shape.
3. The system of claim 1 , wherein the mandrel has an articulated shape, comprising a hexagonal or an octagonal cross-section.
4. The system of claim 1 , wherein the mandrel includes a mandrel shaft and said mandrel head is larger in outside diameter than said mandrel shaft.
5. The system of claim 1 , wherein the mandrel includes a mandrel shaft and said mandrel head has an outside diameter the same as the mandrel shaft.
6. The system of claim 1 , wherein the mandrel head is cylindrical.
7. The system of claim 1 , wherein the aggregate is selected from the group consisting of stone, fine materials, recycled concrete, recycled asphalt, slag, or other construction materials.
8. The system of claim 1 , further comprising a sacrificial plate positioned in the bottom of said mandrel.
9. The system of claim 1 , wherein water is added to the aggregate.
10. The system of claim 1 , further comprising a valve positioned in the bottom of said mandrel to alternately retain said aggregate in said mandrel and release said aggregate from a bottom of said mandrel.
11. The system of claim 1 , wherein the tamper foot of the mandrel head has an internal diameter smaller than the mandrel internal diameter, the mandrel head further comprising a reducing surface for reducing the mandrel internal diameter to the tamper foot internal diameter.
12. The system of claim 11 , wherein the reducing surface comprises steel flanges.
13. An apparatus for constructing aggregate piers, the apparatus comprising:
a hollow mandrel having an open internal diameter and having elongated vertical slots spaced longitudinally therein and a sacrificial driving shoe positioned at the bottom thereof, said elongated slots comprising two series of said elongated slots each slot having a minimum width at least twice the maximum diameter of aggregate to be used with the system, each series spaced continuously vertically on opposite sidewalls along the length of said mandrel from a proximal end to a distal end, the sum of the width of slots located at any elevation on the mandrel being less than 50% of the perimeter length of the mandrel cross-section at that elevation and a centerline horizontally spaced between the two opposing series of slots comprising vertically continuous sidewall material from the proximal end to the distal end, said slots adapted to allow for the continual flow of the aggregate therein, and said mandrel having a width substantially the same width as a cavity being formed, the aggregate filling the interior of the mandrel and preventing soils from entering the mandrel due to the aggregate in the mandrel;
a mandrel head connected to the distal end of the mandrel and adapted for compacting the aggregate, said mandrel head being shaped like a tamper foot and attached to said mandrel, and having a beveled surface at bottom sides thereof;
a base machine operatively connected to the proximal end for driving the mandrel and driving shoe vertically to a depth in the ground; and
a hopper having a hole through which said mandrel is driven and filled with the aggregate prior to driving of the mandrel to cause the aggregate to flow into said mandrel through said series of elongated slots.
14. The apparatus of claim 13 , wherein said slots have a width which is no more than fifty percent (50%) of the peripheral length at any cross-sectional elevation of said mandrel.
15. The apparatus of claim 13 , wherein said slots are sized to permit the aggregate to flow freely from outside said mandrel to inside said mandrel.
16. The apparatus of claim 13 , wherein the tamper foot of the mandrel head has an internal diameter smaller than the mandrel internal diameter, the mandrel head further comprising a reducing surface for reducing the mandrel internal diameter to the tamper foot internal diameter.
17. The apparatus of claim 16 , wherein the reducing surface comprises steel flanges.
18. A method for constructing an aggregate pier in ground soils where sidewall stability of a vertical cavity is difficult to maintain, the method comprising:
positioning a slotted mandrel vertically in a hole of a hopper placed at ground level, the mandrel having an open internal diameter and having slots which are elongated slots spaced continuously vertically in a sidewall of said mandrel and comprising two series of said elongated slots, each series on opposite sidewalls along the length of said slotted mandrel from a proximal end to a distal end, the sum of the width of slots located at any elevation on the mandrel being less than 50% of the perimeter length of the mandrel cross-section at that elevation and a centerline horizontally spaced between the two opposing series of slots comprising vertically continuous sidewall material from the proximal end to the distal end, each slot having a minimum width at least twice the maximum diameter of aggregate to be used with the system, and adapted to allow for the continual flow of the aggregate therein, and said mandrel having a width substantially the same width as the cavity, the aggregate filling the interior of the mandrel and preventing soils from entering the mandrel due to the aggregate in the mandrel;
filling said hopper with the aggregate;
driving said slotted mandrel through said hopper and said hole while the aggregate flows into the mandrel through slots of the mandrel during said driving;
driving said mandrel to form a hole to a desired vertical depth in the ground while continuously filling said mandrel with the aggregate through said slots during forming of said hole to ensure the mandrel is filled with the aggregate at portions thereof in the hole to prevent surrounding soil from entering the mandrel through said slots as said mandrel is driven into the ground;
lifting said mandrel in said hole to allow the aggregate to flow out at a head of the mandrel;
driving said mandrel downwardly to compact the aggregate which flowed out of said mandrel head into the hole, the compaction being accomplished through the mandrel head connected to the distal end of the mandrel, the mandrel head being shaped like a tamper foot and having a beveled surface at bottom sides thereof; and
repeating said lifting and driving to achieve compacting until an aggregate pier is formed in said hole.
19. The method of claim 18 , wherein the lifting of said mandrel in said hole is only a short distance to allow a lift of the aggregate to flow out into said hole and the driving of said mandrel downwardly compacts the lift of aggregate, and the aforesaid steps are repeated for each aggregate lift as the mandrel moves upwardly in the hole until said aggregate pier is formed.
20. The method of claim 18 , wherein said driving of the mandrel downwardly to compact the aggregate causes the aggregate to push laterally into the sidewalls of the hole and increase the pressure in the surrounding soils.
21. The method of claim 18 , wherein water is added to the aggregate.
22. The method of claim 18 , wherein tamper foot of the mandrel head has an internal diameter smaller than the mandrel internal diameter and wherein a reducing surface for reducing the mandrel internal diameter to the tamper foot internal diameter is positioned to facilitate smooth flow of the aggregate out of the head of the mandrel.
23. The method of claim 22 , wherein the reducing surface comprises steel flanges.