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LASTO® – Elastomeric bearings

LASTO® – Elastomeric bearings

LASTO® – Elastomeric bearings

Product catalog summary
Overview
LASTO®BLOCK F is an unreinforced elastomeric deformation bearing designed for transmitting vertical and horizontal loads while accommodating movements and rotations. It is used in civil and structural engineering, particularly in bridges and buildings, and can also serve as thermal insulation or noise reduction under high loads.

Specifications
  • Permissible pressure: ≤ 20 N/mm² at service level.
  • Shape and dimensions: Up to 1.20 x 1.20m.
  • Materials: Natural rubber (NR) and Chloroprene rubber (CR) with a density of approximately 1,250 kg/m³ and hardness of 74 ± 5 IRHD.
  • Thermal conductivity: 0.26 W/m·K.
  • Ozone resistance: Level 0, no cracks.

Applications
LASTO®BLOCK F is used to transmit loads without constraint forces and accommodates displacements and rotations. It is durable, maintenance-free, and acts as a barrier to dampness.

Material Properties
  • NR is used for standard applications.
  • CR is recommended for exposed conditions requiring chemical resistance.

Design and Performance
  • Permissible loading depends on shape and connecting structures.
  • Vertical pressure causes side walls to bulge, influenced by the shape factor S.
  • Performance under permanent loading includes creep deformation over 100 days.

Design Procedures
  • Simplified procedure for rectangular bearings without holes involves checking dimensions, permissible pressure, and edge clearance.
  • General procedure includes establishing loading, choosing dimensions, calculating shape factor, and checking deformation, rotation, and sliding resistance.

Design Concepts
  • Shape factor S is the ratio of loaded surface area to freely deformable side areas.
  • Design ensures adequate remaining thickness to prevent structural collisions.
  • Horizontal deformation and rotation are limited to prevent sliding.

Limitations
  • Shape factor: 0.5 < S < 5.
  • Remaining thickness: 0.9·t ≥ trest ≥ 0.7·t.
  • Horizontal deformation: vx ≤ 0.7·t.

Design Tables
Tables provide maximum permissible pressure and shear strain based on geometry and loading conditions.

Product Range and Installation
  • Available in various thicknesses and dimensions, delivered as full slabs or cut to size.
  • Models include F 05 CR, F 08 CR, F 10 CR, F 15 CR, F 20 CR, F 25 CR, and F 30 CR, with thicknesses up to 20 mm from stock.
  • Installation requires a smooth, flat surface free of ridges, burrs, or large recesses.

Tender Texts for Bearings
  • Natural Rubber (NR): High-capacity, unreinforced deformation bearings with a permissible loading limited to a maximum of 20 N/mm². The remaining bearing thickness under a permanent load for 100 days should be at least 70% of the nominal thickness.
  • Chloroprene Rubber (CR): Similar specifications as NR bearings, with the same permissible loading and thickness requirements.

Project References
Notable projects using these bearings include the Municipal Library of Stuttgart, Convention Center in Hong Kong, Shopping Centre in Switzerland, Hurghada Airport in Egypt, and Stade de Suisse in Switzerland.

Additional Information
The document also mentions expansion joints, vibration isolation, and special products as part of mageba's offerings in building construction.
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Catalog excerpts

LASTO® – Elastomeric bearings-1

LASTO® – Elastomeric bearings Unreinforced deformation bearings

 Open the catalog to page 1
LASTO® – Elastomeric bearings-2

Function • Transmission of vertical loads and accommodation of horizontal movements and rotations Permissible pressure • < 20 N/mm2 (at service level) Shape and dimensions • Any, up to 1.20 x 1.20m Bearing type • Deformation bearing, unreinforced Materials • Natural rubber (NR) • Chloroprene rubber (CR) CR: 74 ± 5 IRHD • Thermal conductivity 0.26W/m ■ K • Ozone resistance Level 0 Performance under permanent loading Elastomers deform under permanent loading, even without increasing load. This so-called creep deformation continues for somewhat more than 100 days. The deformation...

 Open the catalog to page 2
LASTO® – Elastomeric bearings-3

Bearing design Design approaches A - Simplified procedure Conditions for use • Rectangular bearing without holes • Only subjected to vertical loading Step 1 - Decide on preferred dimensions and calculate the average pressure Step 2 - Check the permissible pressure from Table 1 Step 3 - Check the edge clearance according to Figure 2 B - Procedure for all other cases (Formulae: see pages 4 und 5): Comments • Vertical bearing deformation should not exceed the maximum permissible compression strain £z < 30% • Rotation or shear deformation of the bearing may arise • Other bearing shapes or bearings...

 Open the catalog to page 3
LASTO® – Elastomeric bearings-4

Design concepts Basic concepts The impact of bearing geometry is considered by the shape factor, S. This is defined as the ratio between the area of the loaded surface and the sum of the areas of the freely deformable sides. Side surfaces which cannot deform freely due to adjacent structural elements (e.g. the side of a bolt hole with little clearance to the bolt) are not considered. Vertical deformation Shape factor Rotation angle The bearing design ensures that the deformed bearing retains adequate thickness trest to prevent a collision between structural elements. The minimum remaining thickness...

 Open the catalog to page 4
LASTO® – Elastomeric bearings-5

Design concepts Check of sliding resistance The coefficient of friction μ is calculated as follows: μ = 0.1 + with Kf = 0.6 for concrete and Kf = 0.2 for all other surfaces. The horizontal restoring force Fx and the check of sliding resistance results from: where vx,y is the total horizontal deformation (vector addition), A is the footprint area and the shear modulus G = 2.2 N/mm2. The permissible horizontal deformation is thus: Remaining thickness trest [%] The horizontal movement of the supported structural element must be limited in order to prevent sliding and displacement of the bearing....

 Open the catalog to page 5
LASTO® – Elastomeric bearings-6

Design tables Table 1: Maximum permissible pressure a [N/mm2] Maximum permissible pressure in N/mm2 for a minimum remaining thickness of 70 % of the nominal thickness, depending on side lengths a, b and thickness t. For example, a bearing of dimensions 80 x 200 x 10 mm3 will be compressed to a thickness of 7 mm under a pressure of 12.9 N/mm2. Values for Example A on Page 5 vxy Table 2: Maximum permissible shear strain £„,y = —f- [mm] Maximum permissible shear strain, exy = vxy /t, of a bearing to its full capacity. For example, a bearing of dimensions 80 the bearing is loaded with full permissible...

 Open the catalog to page 6
LASTO® – Elastomeric bearings-7

Product range and installation guidelines Product range Delivery form Full slabs or cut to size according to clients' wishes Thicknesses of up to 20 mm are available from stock, other thicknesses on request Installation guidelines LASTO®BLOCK F bearings are generally laid on a smooth flat surface without ridges, burrs or large recesses. When laid on concrete or a mortar bed, it must be ensured that the surface has adequate strength. It must also be ensured that the bearing surfaces are clean and grease-free.

 Open the catalog to page 7
LASTO® – Elastomeric bearings-8

Tender texts for bearings of natural rubber (NR) Supply and installation of high-capacity, unreinforced deformation bearings of natural rubber (NR) Product: LASTO®BLOCK F The permissible loading depends on the bearing geometry and is limited to max. 20 N/mm2. Proven remaining bearing thickness under a permanent load of duration 100 days to be min. 70% of nominal thickness. Required displacement capacity vxy = ...mm Required rotation capacity a = ... %o Bearing thickness: ... mm Dimensions (L x W) : ... mm x ... mm Including creation of a flat load-bearing surface. Units: Pieces. Supplier: mageba...

 Open the catalog to page 8

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*Prices are pre-tax. They exclude delivery charges and customs duties and do not include additional charges for installation or activation options. Prices are indicative only and may vary by country, with changes to the cost of raw materials and exchange rates.