Hydro Buildings Consolidation

Premise

The construction of an HBC system cannot be separated from an accurate preliminary study involving both the structure and the foundation soil.The preventive studies are aimed both at verifying the causes of the failures and at determining the parameters necessary for the sizing of the system.

In general, the following documents must be produced:

general plan of the building
relief of the cracking state
survey of the supporting structure and foundations of the building
analysis of the loads on the structure and determination of the values and distribution of the pressures on the ground
survey of the progress of sewers and any underground systems (and relative depths)
detailed stratigraphy of the significant volume of the foundation soil
Atterberg limits including the withdrawal limit
particle size analysis including sedimentation
value of blue

Based on the aforementioned preliminary studies, HBC is able to design and size the optimal system and provide the related economic offer. The aforementioned documents can be produced by trusted technicians of the Client but can also be commissioned directly to HBC.

The HBC technical office is available to provide all the necessary support to the Client's technicians during the preliminary studies.

Hydro Buildings Consolidation s.r.l.
Via Alessandro Tiarini, 27/A - 40129 - Bologna - Italia

C.F. / P.Iva: 02836401204
Tel: 342 832 8237 - 051/6350845 - Fax: 051/6354238
info@hbc-consolidamenti.it

Preventive study approach aimed at the construction of a plant with HBC SYSTEM

complete survey of the cracking state
relief of the supporting structure
survey of the foundations (type, size, depth, consistency)
accurate survey of the surrounding conditions (pavements, paved courtyards alternating with green areas, trees, unevenness, slopes, partial basements, wells, ditches, etc.)
geological and geotechnical framework:
historical analysis, i.e. collection of all available information
screening and correlation of all available information for:
possible monitoring of the crack state

general information and guidance on geotechnical investigations
detailed stratigraphy
presence of groundwater (real and ephemeral)
granulometry
clay content
permability
Atterberg limits
linear shrinkage
natural moisture profile with depth

interventions on the structure (extensions, elevations, modifications, consolidations)
general maintenance interventions (new flooring, cut trees, trenchers, drainages, wells
plant leaks and repairs (aqueduct, downspouts, sewers)