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Ӕ Connector Section Views:. Rebar overlaps within coupler providing minimized rebar lap length. Cost-savings from reduced required rebar quantities. Low-cost connector with simple design. For any precast and cast-in-situ construction connection application. Less congestion due to reduced rebar lap length. Type 2 mechanical connectors. Meets dynamic loading criteria per ACI 318 and ICC-ES AC 133. More reliable than other lap splices and mechanical connectors. For seismic design applications.

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AE Connector Home | aeconnector.com Reviews

<META> DESCRIPTION

Ӕ Connector Section Views:. Rebar overlaps within coupler providing minimized rebar lap length. Cost-savings from reduced required rebar quantities. Low-cost connector with simple design. For any precast and cast-in-situ construction connection application. Less congestion due to reduced rebar lap length. Type 2 mechanical connectors. Meets dynamic loading criteria per ACI 318 and ICC-ES AC 133. More reliable than other lap splices and mechanical connectors. For seismic design applications.

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2 cost savings

3 convenience

4 high performance

5 coupons

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AE Connector Home | aeconnector.com Reviews

https://aeconnector.com

Ӕ Connector Section Views:. Rebar overlaps within coupler providing minimized rebar lap length. Cost-savings from reduced required rebar quantities. Low-cost connector with simple design. For any precast and cast-in-situ construction connection application. Less congestion due to reduced rebar lap length. Type 2 mechanical connectors. Meets dynamic loading criteria per ACI 318 and ICC-ES AC 133. More reliable than other lap splices and mechanical connectors. For seismic design applications.

INTERNAL PAGES

aeconnector.com

1

AE Connector Applications

http://www.aeconnector.com/applications.html

Ӕ Connectors allow reinforcement to be spliced with ease for cast-in-situ projects. Slide the connector into place, grout and then let it harden. Since the bars can be joined in a cold condition, ductility of the rebar can be maintained. Precast Slab On Grade Systems. Shear wall to shear wall. Shear wall to foundation. Elevator and staircase cores. Marine structures and pier caps. Large diameter hollow column.

2

AE Connector Home

http://www.aeconnector.com/home.html

Ӕ Connector Section Views:. Rebar overlaps within coupler providing minimized rebar lap length. Cost-savings from reduced required rebar quantities. Low-cost connector with simple design. For any precast and cast-in-situ construction connection application. Less congestion due to reduced rebar lap length. Type 2 mechanical connectors. Meets dynamic loading criteria per ACI 318 and ICC-ES AC 133. More reliable than other lap splices and mechanical connectors. For seismic design applications.

3

AE Connector Home

http://www.aeconnector.com/downloads.html

Ӕ Connector Testing Results. Ӕ Connector Complete Design Detail Sheet. Design Detail Sheet 1.1. Design Detail Sheet 1.2. Design Detail Sheet 2.0. Design Detail Sheet 2.2. Design Detail Sheet 3.0. Design Detail Sheet 3.2. Design Detail Sheet 4.0. Design Detail Sheet 5.0. Design Detail Sheet 6.1. Design Detail Sheet 6.2. Design Detail Sheet 6.3. Design Detail Sheet 7.1. Design Detail Sheet 7.2. Design Detail Sheet 8.1. Design Detail Sheet 8.2. Estimated Quantity of Grout.

4

AE Connector Testing

http://www.aeconnector.com/testing.html

Rigorous testing procedures were performed in accordance with ACI 318-05 Section 21.2.6 and ICC-ES AC 133 standards for static tension, compression and cyclic loading to qualify the Ӕ Connector as a Type 2 mechanical splice. According to ACI 318-05, mechanical splices shall be classified as either Type 1 or Type 2, as follows:. Ӕ Connectors fully comply with ACI 318-05 Building Code Type 2 mechanical splice criteria. Cyclic testing was performed based on ICC-ES AC133 Acceptance Criteria for Mechanical Co...

5

AE Connector Assembly

http://www.aeconnector.com/assembly.html

Deformed reinforcing bars to be spliced are overlapped within the Ӕ Connector providing minimum overlap lengths. End caps are placed to plug the connector for grouting. Grout is pumped into the Ӕ Connector through the inlet port until grout flows smoothly from the outlet port. Overlapping bars are positioned with one set against the connector wall to allow maximum space for insertion of the second rebar in the connector. Ӕ Connector with end caps. Grout from bottom to top.

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AE Connector Home

Ӕ Connector Section Views:. Rebar overlaps within coupler providing minimized rebar lap length. Cost-savings from reduced required rebar quantities. Low-cost connector with simple design. For any precast and cast-in-situ construction connection application. Less congestion due to reduced rebar lap length. Type 2 mechanical connectors. Meets dynamic loading criteria per ACI 318 and ICC-ES AC 133. More reliable than other lap splices and mechanical connectors. For seismic design applications.

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