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Reinforce, Strengthen and Stabilize Concrete Structures and Buildings

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Who we are

Structural Reinforcement Solutions delivers highly effective carbon fiber products designed to strengthen, support and preserve concrete and masonry components. We believe that third party verified testing should be at the forefront of any product that involves the safety of the community and livelihoods of the contractors installing them. SRS works with a vast network of trained concrete repair professionals to supply and support CFRP structural repair projects from coast to coast.

Carbon Fiber Structural strengthening of a commercial retaining wall with tie back anchors

Carbon Fiber retaining wall strengthening and reinforcement

Carbon Fiber reinforcement of a Cracked commercial retaining wall.

Carbon Fiber Bridge Strengthening

Complete carbon fiber structural strengthening of an Indiana Bridge, fully encapsulated in SRS-600UNI.

FRP Structural Rehabilitation on two bridge pier caps in Jasper, Indiana

Carbon Fiber Bridge Rehabilitation and Structural Strengthening

Full encapsulation of Jasper Indiana bridge utilizing SRS-600UNI Carbon Fiber Strengthening System

Carbon Fiber wrapped concrete piers

Carbon Fiber wrapped and reinforced concrete columns on ocean front property in Washington State.

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Retaining wall strengthening and reinforcement utilizing SRS Carbon Fiber Strengthening Systems

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Residential retaining wall structurally reinforced with carbon fiber. The wall was first strengthened using SRS bidirectional and unidirectional composite strengthening systems prior to being finished in a concrete parge coating.

Concrete Retaining Wall Restoration Process Video

Complete restoration of a deteriorated concrete retaining wall.

Flexural beam strengthening

Structural strengthening of existing concrete structures to meet the increase load capacity requirements has become a common application for CFRP and is one of the most effective materials for beam strengthening.

In this case the SRS-600UNI serves as a supplemental external reinforcement, resisiting a portion of the tensile forces from the structure as higher load capacities were required in order to support modifications to the building.

Straightline Construction Company in Colorado worked with Structural Reinforcement Solutions to develop a strengthening design that would effectively meet all engineering requirements while reducing labour costs.

SRS-600UNI Carbon Fiber structurally strengthening concrete beams for increased load capacity

Carbon Fiber Beam Strengthening for Increased Load Capacity

SRS-600 Unidirectional FRP System utilized for structural strengthening of concrete beams

CMU Wall Stabilization with Carbon Fiber.HEIC

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Bond beam tie in with carbon fiber

SRS-660BI carbon fiber being used to encapsulate and strengthen CMU pilasters from hurricane damage.

Carbon Fiber Strap on CMU wall.HEIC

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Crawl Space Stem wall repair

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Carbon Fiber Hurricane Reinforcement for concrete structures.

Carbon Fiber is being widely used to strengthen and repair concrete structures and buildings due to it's strength and reliability and low weight.

CFRP reinforced retaining walls with wall tie backs

CFRP can be an very effective means to reinforce, stabilize and repair damaged or deteriorated retaining walls. In order to effectively stop movement in a retaining wall, "restraint" has to be provided. For instance, if a wall is tipping and carbon fiber straps are added, the wall could still continue to tip but would do so as one reinforced sections. If tie backs or some other means of holding back the top of the wall are provided, then the CFRP will resist any movement between the tiebacks and the backfill restraining the base of the wall.

After the construction of the wall and the surounding parking lot, some cracking and movement was noticed. The solution was to stabilize and repair this wall as a combination of tiebacks and CFRP to provide flexural reinforcement between the tieback locations.

Initially this project was designed with tiebacks at the top of the wall. The existing field conditions did not allow this and the tiebacks had to be placed 2' down from the top of the 6' wall. Due to this field change, 3' sections of channel had to be added at each tieback loaction in order to transfer the restraint to the top of the wall. The carbon fiber was used to reinforce the wall between the vertical straps, similiar to a waler systems.

In instances where there is movement both vertically and horizontally, a grid pattern of carbon fiber can be used to provide stabilization for the wall and to resist any additional movement.