Foam glass knowledge base

Loading foam glass in ground-bearing floors and screeds: calculations and details

Load for ground-bearing floors and screeds: evidence, application limits, detailing and acceptance.

In brief: load for ground-bearing floors and screeds. The project outcome is that every action has a load path that avoids unintended bending of cellular glass.

Load: design task for ground-bearing floors and screeds

Below a screed, load depends on full bearing, access routes and placement of the distribution layer.

In ground-bearing floors and screeds, load requires design loads and the absence of point supports; also check substrate evenness.

Load: evidence for ground-bearing floors and screeds

For ground-bearing floors and screeds, the load source states: D130 compressive strength is stated as at least 1.1 MPa, while deformation under a 1,000 N concentrated load is no more than 1.5 mm.

For load in ground-bearing floors and screeds, apply this principle. Material strength and load distribution must be checked together; a point load cannot be replaced by an average pressure.

Load: inputs for ground-bearing floors and screeds

Before assessing load in ground-bearing floors and screeds, obtain permanent, variable and installation loads, bearing area and distribution-component stiffness.

For ground-bearing floors and screeds, the verifiable load requirement is to separate permanent, variable and installation loads and show the load path.

Load: detailing for ground-bearing floors and screeds

The ground-bearing floors and screeds drawing develops load through two decisions: the load-distribution build-up and designated access routes; then substrate preparation.

For load in ground-bearing floors and screeds, dimensions and interface materials belong in the design, not in an improvised site decision.

Load: application boundary in ground-bearing floors and screeds

In ground-bearing floors and screeds, load has an important boundary. Declared compressive strength does not permit an unplanned point load, impact or bending action.

For load in ground-bearing floors and screeds, address this specific risk: impact during placement or premature traffic over an unprotected layer.

Load: installation in ground-bearing floors and screeds

The installation rule for load in ground-bearing floors and screeds is to process products on a level bench and cover each area immediately after acceptance.

During ground-bearing floors and screeds work concerning load, prevent material storage and trolley traffic over exposed insulation.

Load: accepting work in ground-bearing floors and screeds

Acceptance of load in ground-bearing floors and screeds starts by matching delivery labels, drawings and the installed layout.

For load in ground-bearing floors and screeds, close the identified risk with a photograph, measurement or record, not a verbal explanation.

The final ground-bearing floors and screeds criterion for load is that every action has a load path that avoids unintended bending of cellular glass.

Load: conclusion for ground-bearing floors and screeds

In ground-bearing floors and screeds, foam glass delivers its load benefit through a coordinated detail, not one schedule entry.

The ground-bearing floors and screeds workflow for load is to evidence the property, issue the detail, accept installation and retain concealed-work records.

Topics: foam glass, floors, strength, NEOPORM

This material is informational. Final decisions on thickness, details, fixings and compatible compounds must follow the project documentation, current technical data sheets and the conditions of the specific facility.