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| Location | DK | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Geographical representativeness description | This declaration models the production in the plant Centrum Pæle A/S (2) of Centrum Pæle A/S - Hedensted in DK. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Reference year | 2025 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| Use advice for data set | Type of EPD: Cradle to grave and module D. Module A1: Extraction and processing of raw materials. Module A2: Transportation of raw materials to the plant. Module A3: Precast concrete production at the plant and waste treatment. Module A4: Transportation to installation site. Module B1: Carbonation during the utilization phase. Module C1: Demolition/Dismantling. Module C2: Transportation of concrete demolition waste for processing. Module C3: Sorting of waste components and recycling of concrete and other contained components. Module C4: Landfilling of concrete and other contained components. Module D: Credits and burdens from recycling as a replacement for primary materials. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Technical purpose of product or process | Centrum Prefabricated Screw Pille is particularly suitable as a pile foundation element in cohesive soil types with shear strengths up to 300-400 kN/m2 and in non-cohesive soils with CPT cone penetration test qc values up to 15-20 MPa. In addition to the application listed below, screw pile can also be used with a cast-in threaded rod. When higher tensile strength is required, the pile can be reinforced with a steel threaded rod in the hollow core.geotechnical conditions. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| General comment on data set | Centrum Prefabricated Screw Pille is particularly suitable as a pile foundation element in cohesive soil types with shear strengths up to 300-400 kN/m2 and in non-cohesive soils with CPT cone penetration test qc values up to 15-20 MPa. In addition to the application listed below, screw pile can also be used with a cast-in threaded rod. When higher tensile strength is required, the pile can be reinforced with a steel threaded rod in the hollow core.geotechnical conditions. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Copyright | Yes | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| Data set valid until | 2030 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Time representativeness description | 2024 - 2030-03-26 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| Technology description including background system | A Screw Pile is a prefabricated full displacement concrete fundation pile and is designed with an external thread along the entire length and a steel tip connected to the bottom. The pile can also be completely or partially untreaded. It has a hollow core for installation with a custom-made drive rod mounted on a drilling rig. Installation of the screw pile is noiseless and vibration-free. However, minor vibrations way occur when maneuvering the machine and handling equipment. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Subtype | specific dataset | ||||
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| Compliance |
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Approval of overall compliance
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Nomenclature compliance
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Methodological compliance
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Review compliance
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Documentation compliance
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Quality compliance
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| Time stamp (last saved) | 2025-11-02T22:19:47 |
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| UUID | e8eb5dea-cdd1-4667-abd4-c0d90cc29527 |
| Data set version | 00.00.007 |
| Registration authority | |
| Registration number | NEPD-10057-10057-2 |
| Owner of data set | |
| Copyright | Yes |
| License type | Free of charge for all users and uses |
| Access and use restrictions | None |
Indicators of life cycle