Grouted sleeves for rebar connection are manufactured via casting processes, which differentiates them from carbon steel sleeves produced by machining. Cheeron ductile iron grouted sleeves feature excellent tensile strength, yield strength and fatigue resistance, offering cost-effective performance. They are particularly suitable for projects with stringent requirements on reliability and durability.

| Full Grouting Ductile Iron Sleeve | |||||
| Size | Outer Dia D(mm) | Inter Dia D1(mm) | Length L(mm) | L1(mm) | L2(mm) |
| 12 | 44 | 36 | 250 | 96-120 | 116-130 |
| 14 | 46 | 37.8 | 280 | 112-135 | 132-145 |
| 16 | 48 | 39.6 | 310 | 128-150 | 148-160 |
| 18 | 50 | 41.6 | 350 | 144-170 | 164-180 |
| 20 | 52 | 43.2 | 370 | 160-180 | 180-190 |
| 22 | 54 | 44 | 410 | 176-200 | 196-210 |
| 25 | 58 | 46 | 450 | 200-220 | 220-230 |
| 28 | 62 | 48-53.2 | 505 | 224-250 | 248-255 |
| 32 | 66 | 50-56 | 570 | 256-280 | 276-290 |
| 36 | 75 | 63 | 650 | 320 | 330 |
| 40 | 95 | 81 | 810 | 400 | 400 |
1. Manufactured with advanced casting technology, the grouted sleeves are equipped with intricate internal structures including ribs and stoppers to improve grout flowability and structural strength.
2. Fabricated from ductile iron, Cheeron grout couplers achieve a tensile strength Rm ≥ 550 MPa, percentage elongation after fracture ≥ 5%, nodularity ≥ 85%, and hardness ranging from 180 to 250 HBW.
3. Grout coupler applications: main types of load-bearing rebar connections in precast elements. Grout coupler is applicable for splicing rebars with diameters ranging from 12 mm to 40 mm in prefabricated composite concrete structures.
4. They are classified into fully-grouted rebar couplers and semi-grouted rebar couplers .

Semi-grout sleeve : In the component factory, grout coupler is necessary to process the steel bar threads
Whole grout sleeve : No need to process the steel bar threads in the component factory, making construction more convenient.
Longitudinal load-bearing reinforcement in precast columns and precast beams.
Vertical reinforcement in precast shear walls.
Grouted splice coupler can also be utilized for splicing vertical and horizontal rebar in Cast-in-Place (CIP) structures during the refurbishment or reconstruction of existing buildings (Existing Structure Retrofitting).
For the splicing of load-bearing rebar in vertical precast elements, either semi-grouted sleeves or fully-grouted sleeves may be utilized.
For the connection of longitudinal load-bearing reinforcement in horizontal precast elements at the Cast-in-Place (CIP) closure strip, fully-grouted sleeves can be employed.
Outstanding seismic performance, through the dual effects of chemical bonding and mechanical interlocking between the grouting material and the steel bars, achieves an energy dissipation capacity 1.5 times that of traditional welded joints.
Grout coupler service life reaches 100 years, which is three times that of ordinary welded joints, ensuring long-term durability.
Through the standardized production of prefabricated components and precise on-site assembly, construction becomes more convenient.