Piling Products, Inc.

Transcription

1 PZ-22 Steel Sheet Piling Specificaiton: ASTM A572 Grade 50 Cross Weight Moment al Pile Wall Modulus of Inertia w h tf Both PZ-22 (mm) (mm) (mm) (cm 2 /m) (kg/m) (kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 )

2 PZ-27 Steel Sheet Piling ASTM A572 Grade 50 PZ-27 Cross al Pile Weight Wall Modulus Moment of Inertia Both Sides w h tw (mm) (mm) (mm) (cm 2 /m) (kg/m) (kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 )

3 PZ-35 Steel Sheet Piling ASTM A572 Grade 50 PZ-35 Cross al Pile Weight Wall Modulus Moment of Inertia Both w h tf (mm) (mm) (mm) (kg/m) (kg/m²) (cm³/m) (cm 4 /m) (m²/m) (m²/m²)

4 PZ-40 Sheet Piling ASTM A572 Grade 50 Cross Weight Moment al of Pile Wall Modulus w h tf Inertia Both (mm) (mm) (mm) (cm 2 /m) (kg/m)(kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 ) PZ

5 PZ-27 Standard 90* Corners PZ-27 Wall Piece PZ- 90* "A" Corner PZ- 90* "B" Corner

6 PZ-22 Steel Sheet Piling Specificaiton: ASTM A572 Grade 50 Cross Weight Moment al Pile Wall Modulus of Inertia w h tf Both PZ-22 (mm) (mm) (mm) (cm 2 /m) (kg/m) (kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 )

7 PZ-27 Steel Sheet Piling ASTM A572 Grade 50 PZ-27 Cross al Pile Weight Wall Modulus Moment of Inertia Both Sides w h tw (mm) (mm) (mm) (cm 2 /m) (kg/m) (kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 )

8 PZ-35 Steel Sheet Piling ASTM A572 Grade 50 PZ-35 Cross al Pile Weight Wall Modulus Moment of Inertia Both w h tf (mm) (mm) (mm) (kg/m) (kg/m²) (cm³/m) (cm 4 /m) (m²/m) (m²/m²)

9 PZ-40 Sheet Piling ASTM A572 Grade 50 Cross Weight Moment al of Pile Wall Modulus w h tf Inertia Both (mm) (mm) (mm) (cm 2 /m) (kg/m)(kg/m 2 ) (cm 3 /m) (cm 4 /m) (m 2 /m) (m 2 /m 2 ) PZ

10 PPI PZ Jokers Tee, Corner (-50 to -130 ) Applications: Connecting three sheet piling walls. Typical Properties: Steel grade: ATM A572 Grade 50 (S 355 GP) Weight per linear foot: 10.9 pounds Installation Guidelines: 1.General interlocking guidelines call for a ball-to-socket or socket-to-ball connection. Please review the proper interlocking examples listed. 2.Thread the connector into the interlock while the sheet pile is out of the ground. 3.Adjust the connector to the appropriate position. 4.Tack or spot-weld the connector in place (typically a 10 weld attaching the connector to the sheet pile at the top is sufficient). 5.Drive/extract the sheet (with the connector attached) as you would normally. Please Note: 1.Swing or rotation stated are typical but can vary by 10 or more due to rolling tolerances found in sheet pile interlocks.

11 PPI PZ Corners 19" 4" 4" 90* "A" Corners 90* "B" Corners 19"

12 945 Center Street * Green Cove Springs * FL * ppisteel@bellsouth.net PZ Jokers, Tee & Corner (-.50 to -130 ) Applications: Connecting three sheet piling walls. Typical Properties: Steel grade: ATM A572 Grade 50 (S 355 GP) Weight per linear foot: 10.9 pounds Installation Guidelines: 1.General interlocking guidelines call for a ball-tosocket or socket-to-ball connection. Please review the proper interlocking examples listed. 2.Thread the connector into the interlock while the sheet pile is out of the ground. 3.Adjust the connector to the appropriate position. 4.Tack or spot-weld the connector in place (typically a 10 weld attaching the connector to the sheet pile at the top is sufficient). 5.Drive/extract the sheet (with the connector attached) as you would normally. Please Note: 1.Swing or rotation stated are typical but can vary by 10 or more due to rolling tolerances found in sheet pile interlocks.

13 945 Center Street * Green Cove Springs * FL * ppisteel@bellsouth.net PZ Tee (-.50 to -130 ) Applications: Connecting three sheet piling walls. Typical Properties: Steel grade: ATM A572 Grade 50 (S 355 GP) Weight per linear foot: 9 pounds Installation Guidelines: 1. General interlocking guidelines call for a ball-to-socket connection. Please review the proper interlocking examples listed. 2. Thread the connector into the interlock while the sheet pile is out of the ground. 3. Adjust the connector to the appropriate position. 4. Tack or spot-weld the connector in place (typically a 10 weld attaching the connector to the sheet pile at the top is sufficient). 5. Drive/extract the sheet (with the connector attached) as you would normally. Please Note: 1. Swing or rotation stated are typical but can vary by 10 or more due to rolling tolerances found in sheet pile interlocks.