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Flared Ferrule Wing Inserts-3
Flared Ferrule Wing Inserts-3

Flared Wing Ferrule Inserts

Description:

The Flared Wing Ferrule Insert is embedded in precast concrete to provide a threaded connection point for structural attachments. The ferrule is tapped with a UNC thread from 1/2"-13 to 1"-8, and its embedded end carries flared wings that anchor the socket against pullout. It is purpose-designed for culvert units and wing walls, where it supports the connection between the wing wall and a concrete footing projecting laterally into backfilled soil. Cast flush with the form face, the thread stays clean, square and correctly positioned for the bolt. The standard finish is galvanized; plated inserts should not be paired with hot-dip galvanized bolts. This is a structural connection insert, not a lifting anchor - use a rated lifting system for lifting.


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Parameters of HULK Metal Flared Wing Ferrule Inserts:

Flared Wing Ferrule Inserts

CodeBolt DiameterThreads per Inch (UNC)HLADUltimate Mechanical Capacity (lbs)Qty/CtnMin. Edge DistanceMin. Corner DistanceTension (Ibs)Shear (Ibs)
HM-FI41-107081/2"131-7/8"4-1/2"1-3/8"0.256"90001006"9"21202120
HM-FI41-207163/4"102-7/16"5-1/8 "1-5/8"0.327"18000406"9"29602960
HM-FI41-305083/4"103-5/8"5-1/8"1-5/8"0.327"18000309"14"48304830
HM-FI41-207161"82-7/16"5-9/16"1-5/8"0.327"18000306"9"30803080



Features of Flared Wing Ferrule Inserts

  • Higher Quality Flared Wing Ferrule Inserts:

    Flared Wing Anchor with UNC Threaded Socket


    The Flared Wing Ferrule Insert combines a machined, UNC-threaded ferrule with flared wings at the embedded end. The socket accepts standard bolts at the concrete face, while the wings enlarge the bearing area inside the concrete and hold the insert square during placement. Thread sizes run from 1/2"-13 to 1"-8 UNC, with a galvanized surface finish.

     

    Load Transfer and Rated Capacity


    The flared wings transfer tension from the bolt into the concrete over a larger bearing surface than a plain ferrule, spreading the load deeper into the element and resisting pullout in the thin-wall sections typical of culvert units. Reference ratings are published as ultimate mechanical capacity and as working tension and shear: the 1/2"-13 insert is rated at 2,120 lb, while the higher-capacity 3/4" version reaches 4,830 lb, with minimum edge distances from 6" to 9" and corner distances from 9" to 14". Working loads follow a 3:1 safety factor in 3,000 psi concrete with the insert set back 1/2" from the face and at least 3/4" clearance from the bottom face. Minimum insert spacing is twice the corner distance. Capacities are based on mechanical testing and available industry data. Actual performance depends on concrete strength, edge distance, spacing and full bolt engagement. The insert is not a lifting anchor; use a rated lifting system for lifting.

     

    Purpose-Built for Wing Wall and Culvert Connections


    The insert is manufactured for precast culvert and retaining wall assemblies in which a wing wall anchor connects to a concrete footing projecting laterally into backfilled soil behind the wall. Cast into the panel during production, it provides a clean, precisely positioned thread for the anchor bolt, replacing site drilling, through-bolts or chemical anchors on buried concrete.

     

    Installation, Specification and Inspection Practice


    Fix the insert to the form with the thread opening against the form face so the socket sits flush with the concrete after stripping; a locating jig or screwed plug keeps it square and keeps slurry out of the thread. Hold the published setback of 1/2" from the surface and at least 3/4" clearance from the bottom face, and maintain the minimum edge and corner distances with spacing of no less than twice the corner distance. Compact the concrete around the insert without resting vibrators on the wings. Per the catalog, do not pair plated inserts with hot-dip galvanized bolts. Factory quality control covers thread gauging, dimensional checks and tensile verification on a sampled basis, with batch test reports available on request. Confirm the bolt engages the full thread depth and that edge and backfill conditions on site match the design assumptions before loading the connection.


    You can get free samples to check whether they can meet the requirements.
    Get Free Samples
  • Flared Wing Ferrule Inserts With Shorter Lead Time:

    Flared Wing Ferrule Inserts


    Fabricated for a precast concrete retaining wall which forms a wing wall for a precast concrete culvert unit, the 

    Wing Wall Anchor supports a concrete footing projecting laterally from the wing wall into the back-filled soil 

    behind the wing wall.

    Plated inserts are not designed for use with hot dip galvanized bolts.

    Table is based on 3,000 psi and 145 pcf concrete.

    Inserts must be set back 1/2”from concrete surface.

    Inserts should have 3/4” minimum clearance off the bottom face to obtain rated loads.

    Below capacities are based upon mechanical testing and available industry data.

    Minimum spacing of inserts is 2 x (corner distance).


    You can get a solution with shorter order delivery times and guaranteed quality and quantity.
    Get Your Free Solution
  • Flared Wing Ferrule Inserts with Better Service:

    Custom Manufacturing and OEM


    Custom thread sizes, wing geometry, lengths and finishes can be produced to drawings. HULK Metal supports OEM programs with sample approval before production runs.

     

    Factory Quality Control


    Inserts pass thread and dimensional inspection before dispatch, with tensile test reports available per batch. Published ratings follow a 3:1 safety factor.


    Flexible Packaging and Delivery


    Carton, wooden case, palletized or bulk packaging can be arranged and shipped by sea, air or land, with loading support for mixed container orders.

     

    Engineering Support


    Engineers help with insert selection, thread sizing, edge distance, setback and anchor design for your wing wall or culvert application.


    You can benefit from the comprehensive services of a dedicated client team.
    Contact Your Dedicated Service Team
  • Cost-controllable Flared Wing Ferrule Inserts:

    Clean Cast-In Threads for Buried Connections


    Bolt into a factory-positioned, load-rated thread instead of drilling through hardened concrete on site. The flared wings hold the socket square during the pour, and the thread stays clean until the anchor bolt is fitted.


    Published Ratings with a 3:1 Safety Factor


    Working tension and shear figures are published per part code, based on 3,000 psi concrete, a 1/2" setback and 3/4" bottom clearance. Design proceeds from documented data rather than guesswork.


    Durable Galvanized Finish, Full Size Range


    The galvanized finish resists corrosion in precast yards and buried service, and the range covers 1/2" to 1" UNC threads with higher-capacity wing geometries. Confirm finish pairing with the specified bolt before ordering.


    You can leave a request and get a more suitable quotation.
    Get a Better Quotation

Procurement Process

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    In-depth understanding of your requirement.
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Other Ferrule Inserts You Might Want to Know

Besides Flared Wing Ferrule Inserts, we also provide Straight Loop Ferrule Inserts, Flared Loop Ferrule Inserts, and Thin Slab Ferrule Inserts, and Expanded Coil Ferrule Inserts. You can click on the corresponding picture for details. We will provide you with a full range of production services, and you can rest assured to place your order with us.

You Can Know About Flared Wing Ferrule Inserts in Blogs

Here is what we can organize about the introduction, production, and quality inspection of flared wing ferrule inserts, as well as some sharing from customers and details of our delivery. You can leave us a message if you want to share or get some content about flared wing ferrule inserts.

Reviews

  • Rrajesh Mallaya

    We cast these flared wing ferrule inserts into culvert wing wall panels using a steel template. Threads stayed clean and square, and the anchor bolts seated consistently during erection.

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