Foam glass knowledge base

Closed-cell foam glass in ground-bearing floors and screeds: turning structure into design

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

In brief: material structure for ground-bearing floors and screeds. The project outcome is that the material property is tied to a buildable detail instead of a generic claim.

Material structure: design task for ground-bearing floors and screeds

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

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

Material structure: evidence for ground-bearing floors and screeds

For ground-bearing floors and screeds, the material structure source states: NEOPORM® D130 is described as cellular glass with a closed-pore structure.

For material structure in ground-bearing floors and screeds, apply this principle. The relationship between sealed gas-filled cells and material behaviour must be treated as a design input, not a marketing statement.

Material structure: application boundary in ground-bearing floors and screeds

In ground-bearing floors and screeds, material structure has an important boundary. A closed pore is a product property; assembly tightness still depends on joints, penetrations and adjacent layers.

For material structure in ground-bearing floors and screeds, address this specific risk: voids below panels.

Material structure: inputs for ground-bearing floors and screeds

Before assessing material structure in ground-bearing floors and screeds, obtain the grade, density, cellular-glass geometry and evidence for the actual supply.

For ground-bearing floors and screeds, the verifiable material structure requirement is to match the required properties to the current technical data sheet and do not transfer values from another grade without evidence.

Material structure: detailing for ground-bearing floors and screeds

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

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

Material structure: installation in ground-bearing floors and screeds

The installation rule for material structure in ground-bearing floors and screeds is to verify full-area bearing.

During ground-bearing floors and screeds work concerning material structure, treat chipped working edges as a joint-quality issue rather than harmless appearance damage.

Material structure: accepting work in ground-bearing floors and screeds

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

For material structure 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 material structure is that the material property is tied to a buildable detail instead of a generic claim.

Material structure: conclusion for ground-bearing floors and screeds

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

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

Topics: foam glass, floors, properties, 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.