A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The frost heave prevention system is configured for use with a piling. The piling further comprises a stanchion and a frost pad. The stanchion anchors to the frost pad. The frost pad is a concrete pad that is buried below the frost line such that frost will not cause the frost pad and the stanchion to heave or otherwise shift. The frost heave prevention system comprises a skirt structure and the piling. The skirt structure encloses the piling such that the skirt structure inhibits water from flowing towards the anchor joint between the stanchion and the frost pad thereby inhibiting a common source of failure when using a frost pad.
The frost heave prevention system is configured for use with a piling. The piling further comprises a stanchion and a frost pad. The stanchion anchors to the frost pad. The frost pad is a concrete pad that is buried below the frost line such that frost will not cause the frost pad and the stanchion to heave or otherwise shift. The frost heave prevention system comprises a skirt structure and the piling. The skirt structure encloses the piling such that the skirt structure inhibits water from flowing towards the anchor joint between the stanchion and the frost pad thereby inhibiting a common source of failure when using a frost pad.
Frost heave prevention system
MICHLIG MARY (author)
2019-10-08
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
Gründungen
FROST HEAVE PREVENTION SYSTEM AND FROST HEAVE PREVENTION METHOD
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| Engineering Index Backfile | 1934
Frost heave in highways and its prevention
| Engineering Index Backfile | 1934