Steel expanded metal lath

Rib Lath is a versatile metal lath stiffened by the longitudinal ribs ,it have V ribs and greater tensile strength which offering excellent plaster base and reinforcement for all types of walls ,ceilings ,partions and fireproofing of steel bean,and columns,rib lath is ideal for providing a high degree key of mechanical bonding with render or plaster

Steel expanded metal lath

Introduction

  • There is a reinforced mesh (a type of free template network).

  • It is made of steel strips cut and stretched by professional machines.

  • Is a completely jointless expanded steel mesh,

  • Made of pre-galvanized strip or 304 stainless steel,

  • expanded metal lath

Features

  • can be installed quicker than plywood or steel formwork.

  • can be placed before rod reinforcement which is then installed by piercing through the mesh area.

  • eliminates preparation of the joint surface

  • allows a high rate of rise of concrete

  • enables the pour to be visually monitored

  • reduces the risk of voids and honeycombing

  • can save time - it is left in place so formwork stripping is eliminated - only the supports are removed.

  • often, Hy-Rib can be supported by existing or extra reinforcement. The whole structure can be left in the concrete which

  • eliminates the placing and removal of temporary supports.

  • no need to clean, reface and oil formwork

Applications

  • High and low-rise residential light compartments, firewalls;

  • Construct a partition, a compartment;

  •  the floor of the building, the partition wall;

  • Permanent interior and exterior walls and walls of permanent buildings;

  • the basement moisture-proof duplex wall.

  • Work seams with structural combination;

  • Tunnels, sewers, and wall works;

  • cutting foundation, dock, retaining wall;

  • flat and arched floor;

  • Nuclear power plant, storage tank and other arc-shaped structures;

  • Special projects such as landscaping sculptures;

  • Slope protection, earth embankment and other projects.


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