US2018087231A1PendingUtilityA1

Devices, systems and methods for anchoring structural loads

Assignee: MASULA MICHAELPriority: Sep 23, 2016Filed: Sep 23, 2016Published: Mar 29, 2018
Est. expirySep 23, 2036(~10.2 yrs left)· nominal 20-yr term from priority
E02D 5/56E02D 27/12E02D 27/50E02D 5/24E02D 7/22E02D 5/74E02D 5/54
45
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Claims

Abstract

Disclosed are devices, systems and methods for anchoring buildings to foundations. The disclosed devices, methods and systems comprise an embedment block comprising fasteners attaching a load bearing structure to a foundation anchor. Anchors comprise a head such as pierhead, loop, or plate or other assemblies that easily affix the anchor to its load.

Claims

exact text as granted — not AI-modified
What is claimed is: 
     
         1 - 18 . (canceled) 
     
     
         19 . A method of anchoring a load bearing structure comprising:
 digging a trench,   anchoring at least one helical pile at a position in the trench where a load bearing structure will be placed, wherein the helical pile comprises a pierhead,   forming a cast within the trench for embedding the pierhead into an embedment block,   pouring concrete into the cast to form an embedment block having a top and a bottom,   integrally inserting fasteners for affixing the load bearing structure into the top of the embedment block, and,   affixing a load bearing structure to the fasteners.   
     
     
         20 . The method of  claim 19 , wherein the load bearing structure is selected from the group consisting of an endwall column, a centerwall column, and a sidewall column. 
     
     
         21 . The method of  claim 19 , wherein the fasteners are selected from the group consisting of screws, bolts, hex bolts, curved bolts, pins, rivets, resins, and epoxy, and combinations thereof. 
     
     
         22 . The method of  claim 19 , wherein the anchoring of the at least one helical pile comprises anchoring a plurality of helical piles such that a plurality of the pierheads are embedded in the embedment block. 
     
     
         23 . The method of  claim 19 , wherein the embedment block excludes a mating assembly that directly links the pierhead and the fastener. 
     
     
         24 . The method of  claim 19 , wherein the load bearing structure is a column. 
     
     
         25 . A system for anchoring a load bearing structure to ground comprising:
 an at least one helical pile sunk into the ground with a pierhead extending above the ground,   wherein the pierhead is embedded into an entrenched concrete embedment block having a top and a bottom, and,   wherein the top of the block comprises integrally inserted fasteners for attaching a load bearing structure.   
     
     
         26 . The system of  claim 25 , wherein the load bearing structure is selected from the group consisting of an endwall column, a centerwall column, and a sidewall column. 
     
     
         27 . The system of  claim 25 , wherein the fasteners are selected from the group consisting of screws, bolts, hex bolts, curved bolts, pins, rivets, resins, and epoxy, and combinations thereof. 
     
     
         28 . The system of  claim 25 , wherein the at least on helical pile comprises a plurality of the helical piles such that a plurality of the pierheads are embedded into the block. 
     
     
         29 . The system of  claim 25 , wherein the embedment block excludes a mating assembly that directly links the pierhead and the fastener. 
     
     
         30 . The system of  claim 25 , wherein the load bearing structure is a column. 
     
     
         31 . A system for anchoring a load bearing structure to ground consisting essentially of:
 an at least one helical pile sunk into the ground with an exposed pierhead,   wherein the pierhead is embedded into an entrenched concrete embedment block having a top and a bottom, and,   wherein the top of the block comprises integrally inserted fasteners for attaching a load bearing structure.   
     
     
         32 . The system of  claim 31 , wherein the load bearing structure is selected from the group consisting of an endwall column, a centerwall column, and a sidewall column. 
     
     
         33 . The system of  claim 31 , wherein the fasteners are selected from the group consisting of screws, bolts, hex bolts, curved bolts, pins, rivets, resins, and epoxy, and combinations thereof. 
     
     
         34 . The system of  claim 31 , wherein the at least one helical pile comprises a plurality of helical piles such that a plurality of the pierheads are embedded in the embedment block. 
     
     
         35 . The system of  claim 31 , wherein the embedment block excludes a mating assembly between the pierhead and the fastener that directly links the pierhead and fastener. 
     
     
         36 . The system of  claim 31 , wherein the load bearing structure is a column.

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