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The sheathing ducts are used in Pre and Post tension of concrete members to create a void in the concrete, through which the cables/tendons are inserted and remain free to stretch during stressing operation.
The sheathing ducts are available in two varieties, namely: metallic and HDPE.
In this article, we discuss the tests carried out on the metallic sheathing ducts to determine the workability, transverse load, tensile load and water loss.
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Metallic Sheathing ducts are manufactured, by rolling CRCA Steel Strips with a spiral corrugation throughout its length. These corrugations provide better bonding with the concrete from outside and the cement grout from inside.
1. Workability Test
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- A sheeting duct of length 1100mm is fixed to a base plate on the testing instrument using a soft soldering method as shown in the fig: 2
- The duct is fastened with a cable or wire and pulled through a pully fixed on both sides of the instrument 1m apart from the center.
- The sheathing duct is pulled up to a radius of 1800mm on both sides alternatively.
- The bending process is carried out 3 times.
- The sealing joints of the duct are visually inspected to verify that no failure/opening has taken place.
- If the opening is observed in the duct, the sample is deemed to be failed.
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2. Transverse Load Rating Test
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- A test sample of sheathing duct of size 500mm is measured for the outer diameter and noted down as D1.
- The sample is placed on the stand which supports the duct.
- A loading plate is then placed in the center of the sample having a contact surface if 12mm long,
- Then the load are added on the loading plate as per the diameter of the duct as shown as in Table No- 1
- The loads are added evenly and at the center of two corrugations.
- The deformation formed in the duct due to loading is measured for the outer diameter D2.
- The sample is considered acceptable if the permanent deformation is less than 5% of the diameter of the sheathing.
Table No 1: Transverse Load Rating Test
Diameter of the Duct in mm | 25-35 | 35-45 | 45-55 | 55-65 | 65-75 | 75-85 | 85-90 |
Load in N | 250 | 400 | 500 | 600 | 700 | 800 | 1000 |
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
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3. Tension Load Test
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- A test specimen is subjected to a tensile load.
- The bellow core is filled with a wooden circular piece having a diameter of 95% of the inner dia of the sample to ensure a circular profile during test loading.
- A coupler is screwed on and the sample loaded in increments, till reaching the load specified in Table 2.
- If no deformation of the joints nor slippage of couplers is noticed.
the test shall be considered satisfactory.
Table No 2: Tensile Load Test
Diameter of the Duct in mm | 25-35 | 35-45 | 45-55 | 55-65 | 65-75 | 75-85 | 85-90 |
Load in N | 300 | 500 | 800 | 1100 | 1400 | 1600 | 1800 |
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4. Water Loss Test
- The sample is sealed at one end and filled with water.
- Another end is connected to a system capable of applying a pressure of 0.05 MPa.
- Constant of 0.05MPa of pressure is maintained for 5 minutes using a hand pump with a pressure gauge.
- The water coming out of the duct is collected and measured.
- The sample is acceptable if the water loss does not exceed 1.5% of the volume of the initial water-filled.
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Read More:
1. Post Tension Slab – Working Principle, Components and Construction
2. Types of Prestressing Systems and Anchorages in Prestressed Concrete