Seismic foundation pier with ground anchor means

• US 5,873,679 A
• Filed: 11/12/1996
• Issued: 02/23/1999
• Est. Priority Date: 11/12/1996
• Status: Expired due to Term

• Current Assignee: Central Piers, Inc.
• Original Assignee: Matt Cusimano
• Inventors: Cusimano, Matt
• Primary Examiner(s): Bagnell, David J.
• Assistant Examiner(s): MAYO-PINNOCK, TARA LEIGH
• Application Number:
  US08/748,125
• Time in Patent Office: 833 Days
• Field of Search: 405/229, 405/230, 405/231, 405/244, 405/251, 52/169.12, 52/169.9, 52/299, 52/DIG. 3
• US Class Current: 405/231
• CPC Class Codes: E02D 27/48 Foundations inserted underneath existing buildings or constructions making a new substructure subsequent to lifting or moving of buildings E04G23/06
• CPC Class Codes: E04B 1/34347 Anchoring means therefor

Abstract

A foundation pier for supporting a movable dwelling, such as a mobile home or commercial coach, is provided with an anchor assembly for positively anchoring the pier to the ground. The invented pier includes a plurality of force distribution members affixed to a base and an adjustment mechanism of the pier. The force distribution members are coupled to the adjustment mechanism for distributing force, including temporarily increased environmental forces applied to the dwelling and to the pier, to prevent the pier from failing. The adjustment mechanism adjusts the height of the pier and includes coupling members for securing the pier to a support beam of the dwelling. Clamp members are affixed to the force distribution members for causing the force distribution members to cooperate with the adjustment mechanism to increase the pier'"'"'s ability to withstand increased environmental forces. The anchor assembly comprises a plurality of guides, a guide affixed to each force distribution member, and a plurality of rods, each rod configured to slide through a guide and extend into the ground. The guides are affixed to the force distribution members, so that rods extend obliquely into the ground for anchoring the pier to the ground. Preferably, the guides are affixed to the force distribution members so that rods extend into the ground in either a converging fashion or diverging fashion for positively anchoring the pier to the ground.

Claims

1. A foundation pier adapted to be secured to a support beam of a movable dwelling for supporting the dwelling and for resisting seismic forces applied to the dwelling, the pier comprising:

support means for supporting the pier on a ground surface;

means for adjusting the height of the pier, the adjusting means including means for retaining the pier at different predetermined heights and for resisting seismic forces applied to the dwelling;

securing means for securing the pier to the support beam, the securing means affixed to the adjusting means and attached to the support beam for preventing relative movement between the support bean and pier;

anchor means for securing the pier to the ground, the anchor means having a plurality of guides; and

a plurality of rod members with one rod member adapted to extend through each guide and into the ground surface a depth of approximately 15 to 20 inches the guides positioned at an oblique angle relative to the support means, so that the rod members extend obliquely into the ground for anchoring the pier thereto.

2. The pier of claim 1 wherein the guides are positioned such that the rod members extend obliquely into the ground in a diverging fashion.

3. The pier of claim 2 wherein the guides are positioned at an angle ranging from approximately 50°

to approximately 85°

relative to the support means so that the rod members extend obliquely into the ground for anchoring the pier thereto.

4. The pier of claim 2 wherein the guides are positioned at an angle ranging from approximately 60°

to approximately 75°

relative to the support means so that the rod members extend obliquely into the ground for anchoring the pier thereto.

5. The pier of claim 1 wherein the guides are positioned such that the rod members extend obliquely into the ground in a converging fashion.

6. The pier of claim 5 wherein the guides are positioned at an angle ranging from approximately 30°

to approximately 60°

relative to the support means so that the rod members extend obliquely into the ground for anchoring the pier thereto.

7. The pier of claim 1 wherein the adjusting means further comprises clamp means to aid with retaining the pier at different predetermined heights and for enhancing the ability of the pier to resist seismic forces of up to 3,000 pounds.

8. The pier of claim 1 further comprising a foundation pad interposed between the ground and support means for supporting the pier, the foundation pad increasing the amount of vertical load that the pier is capable of withstanding, the pad provided with a plurality of holes extending obliquely therethrough to allow the rod members to extend through the pad and penetrate the ground.

9. A foundation pier for supporting a movable dwelling and for resisting seismic forces applied to the dwelling and to the pier, the pier comprising:

a base;

adjustment means affixed to the base and extending upwardly therefrom for adjusting the height of the pier;

coupling means for securing the pier to a support beam of the dwelling, the coupling means affixed to the adjustment means and comprising bracket members configured to secure the pier to the support beam;

a plurality of force distribution members disposed equidistantly about the base and affixed thereto, the force distribution members coupled to the adjustment means for distributing force, including seismic forces of up to 3,000 pounds applied to the dwelling and to the pier;

clamp means affixed to the force distribution members for retaining the adjustment means therein, the clamp means coupling the force distribution members to the adjustment means for preventing inadvertent movement therebetween, the clamp means causing the force distribution members to cooperate with the adjustment means to increase the ability of the pier to withstand seismic forces applied to the dwelling; and

an anchor assembly for anchoring the pier to a ground surface, the anchor assembly comprising a plurality of guides with one guide affixed to each of the force distribution members, and a plurality of rods with one rod provided for each guide, the rods configured to slide through the guides and be driven into the ground, the guides affixed to the force distribution members, such that rods extend downwardly and obliquely into the ground a depth of approximately 15 to 20 inches for anchoring the pier thereto.

10. The pier of claim 9 wherein the anchor assembly further comprises:

each of the rods having a tapered first end to penetrate the ground and a flat second end with a flange extending about the periphery thereof to aid with driving the rod into the ground and to prevent the second end of the rod from extending into the corresponding guide, the rods extending downwardly and obliquely from the base into the ground.

11. The pier of claim 10 wherein the guides are affixed to the force distribution members such that the rods extend obliquely into the ground in a diverging fashion.

12. The pier of claim 11 wherein the guides are affixed to the force distribution members at an angle ranging from approximately 60°

to approximately 75°

relative to the base so that the rods extend obliquely into the ground for anchoring the pier thereto.

13. The pier of claim 10 wherein the guides are affixed to the force distribution members such that the rods extend obliquely into the ground in a converging fashion.

14. The pier of claim 13 wherein the guides are affixed to the force distribution members at an angle ranging from approximately 35°

to approximately 55°

relative to the base so that the rods extend obliquely into the ground for anchoring the pier thereto.

15. The pier of claim 9 further comprising a foundation pad interposed between the ground and base to aid with supporting the pier and for increasing the amount of vertical load that the pier can support, the pad provided with a plurality of holes disposed obliquely therethrough to allow the rods to extend through the pad and downwardly and outwardly into the ground, the foundation pad having a length and a width greater than a diameter of the base.

16. A foundation pier for supporting a movable dwelling and for resisting seismic forces applied to the dwelling and to the pier, the pier comprising:

a base;

adjustment means affixed to the base and extending upwardly therefrom for adjusting the height of the pier;

coupling means for securing the pier to a support beam of the dwelling, the coupling means affixed to the adjustment means and comprising bracket members configured to secure the pier to the support beam;

a plurality of force distribution members affixed to the base, the force distribution members coupled to the adjustment means for distributing force, including seismic forces of up to 3,000 pounds applied to the dwelling and to the pier;

clamp means affixed to the force distribution members for retaining the adjustment means therein, the clamp means coupling the force distribution members to the adjustment means for preventing inadvertent movement therebetween, the clamp means causing the force distribution members to cooperate with the adjustment means to increase the ability of the pier to withstand seismic forces applied to the dwelling; and

an anchor assembly for anchoring the pier to a ground surface, the anchor assembly comprising a plurality of elongated tubular guides with a guide affixed to each of the force distribution members, and a plurality of rods with one rod provided for each guide, the rods configured to slip-fit the guides for driving the rods into the ground, the guides affixed to the force distribution members, such that rods extend downwardly and obliquely from the base and into the ground for penetrating the ground to positively anchor the pier thereto, each of the rods having a tapered first end for penetrating the ground and a flat second end for receiving blows from a driving implement for driving the rod into the ground, the second end of each of the rods having a flange extending about the periphery thereof to prevent the second end from extending into the corresponding guide as the rods are driven into the ground, the rods extending obliquely into the ground a depth of approximately 15 to 20 inches.

17. The pier of claim 16 further comprising a foundation pad interposed between the ground and base and affixed to the base plates, the foundation pad provided to aid with supporting the pier and for increasing the amount of vertical load that the pier can support, the pad provided with a plurality of holes disposed obliquely therethrough to allow the rods to extend through the pad and downwardly into the ground, the foundation pad having a length and a width greater than a length and a width of the base.

18. The pier of claim 16 wherein the guides are affixed to the force distribution members such that the rods extend obliquely downwardly from the base and into the ground in a diverging fashion, through the foundation pad, such that the first end of each of the rods projects beyond a vertical plane extending around the periphery of the foundation pad.

19. The pier of claim 16 wherein the guides are affixed to the force distribution members such that the rods extend obliquely into the ground in a converging fashion.