Durable, fire resistant, energy absorbing and cost-effective strengthening systems for structural joints and members

US9611667B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-9611667-B2
Application numberUS-201615147124-A
CountryUS
Kind codeB2
Filing dateMay 5, 2016
Priority dateMay 5, 2015
Publication dateApr 4, 2017
Grant dateApr 4, 2017

How to read this patent

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  1. Title

    What the patent document calls the invention.

  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

    The legal scope of protection — read this for what is actually claimed.

  6. CPC / IPC classifications

    Technology tags used to group this patent with similar filings.

  7. Citations and related patents

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Abstract

Official abstract text for this publication.

The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint. The filler module of the disclosed technology is designed and configured to dissipate energy from a load applied to the structure, and at least doubling the load bearing capacity for the structure, at the joint.

First claim

Opening claim text (preview).

The invention claimed is: 1. A method for strengthening one or more joints of a structure comprising a plurality of structural members forming a vacuous area at each joint, the method comprising the steps of: a. computing limit load bearing capacity for the structure, at a joint, b. securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and c. applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint; wherein the filler module is designed and configured to dissipate energy from a load applied to the structure, and increasing the load bearing capacity for the structure, at the joint. 2. The method of claim 1 , wherein the method further comprises securing a plurality of dowel bars to the members, near the joint, and securing the filler module to the dowel bars. 3. The method of claim 1 , wherein the fiber reinforced polymer wrap is applied in two or more layers about the filler module and the members, wherein each layer comprises a continuous sheet of fiber reinforced polymer wrap. 4. The method of claim 1 , wherein at least one non-tangential surface is concave. 5. The method of claim 1 , wherein the member comprises a material have a certain stiffness, and the filler module comprises a material having a stiffness of ±10% of the certain stiffness of the member. 6. The method of claim 1 , wherein the filler module has a throat and legs extending from the throat to extremities, and further wherein the filler module is defined by a decreasing thickness from its throat to the extremities of the legs. 7. The method of claim 1 , wherein the filler module comprises material having 2%-10% of critical damping. 8. The method of claim 1 , wherein the filler module comprises one or more syntactic foams made from a polymer resin and glass beads comprising 30-35% resin and 65-70% glass beads. 9. The method of claim 1 , wherein the method further comprises applying an outer layer of nano-carbon composite sheeting about the joint, the module and the continuous fiber reinforced polymer wrap.

Assignees

Inventors

Classifications

  • Methods or apparatus for repairing or strengthening existing bridges {(electrochemical desalination or re-alkalisation C04B41/00); Methods or apparatus for dismantling bridges} · CPC title

  • Increasing or restoring the load-bearing capacity of building construction elements (E04G23/0203 and E04G23/0266 take precedence) · CPC title

  • Repairing, e.g. filling cracks; Restoring; Altering; Enlarging {(compositions of filling material C04B; strengthening, widening, repairing of bridges E01D22/00; drying damp layers by temporary mechanical ventilation E04B1/7092)} · CPC title

  • Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal (metal elements with non-structural coatings E04C5/01) · CPC title

  • Structural or constructional details of bridges · CPC title

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Frequently asked questions

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What does patent US9611667B2 cover?
The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secur…
Who is the assignee on this patent?
Univ West Virginia
What technology area does this patent fall under?
Primary CPC classification E04G23/0218. Mapped technology areas include Fixed Constructions.
When was this patent published?
Publication date Tue Apr 04 2017 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).