ELASTOMER SERVICE ZENTRALE ESZ type 100 Unreinforced elastomeric bearing with building authority approval Z-16.32-482 General information Product description Deformation behaviour Compression characteristic and bulging behaviour Compression characteristic curve Bulging behaviour of the bearing Planning tools Design Design Design Tender Dimensions - Shape factor - Boreholes Load capacity and rotation Rotation - twisting surcharge Transverse tensile forces Calculation example load capacity under rotation Installation instructions tables t=10 mm tables t=15 mm tables t=20 mm texts Our technical information and other printed material is provided to the best of our knowledge and reflects our state of knowledge based on extensive technical application experience at the time of printing. However, the content is not legally binding. We therefore accept no liability for incorrect or omitted advice. The user of our products is obliged to check the suitability and application possibilities for the intended purpose himself. We make technical changes due to new findings or product developments. Our General Terms and Conditions of Sale, which can be found at www.esz-becker.de, apply exclusively.

Generel information | Product description ESZ type 100 | for static component bearing Load-bearing capacity up to 14 N/mm? (depending on format) Material > Vulcanisate based on EPDM rubber Proven in practice for decades Can be used asa point or strip bearing Maintenance-free and very durable Very good mechanical-physical characteristics The ESZ type 100 is a compact elastomeric bearing for use as static bearing of structural elements, like steelworks, wood constructions or especially in precast concrete construction. It is used in accordance with the provisions of the general building inspectorate...

Deformation behaviour | Compression characteristic and bulging behaviour ESZ type 100 | for static component bearing The following pages show pressure compression characteristic curves and the bulging behaviour for selected bearing formats in diagram form. The orientation diagrams make it possible to estimate the deflection as a function of the existing compressive stress. The characteristic curves were determined on reinforced concrete contact surfaces and with centric load application. The diagrams each show the evaluation at the third load on the bearing. In construction practice, the deflection...

Deformation behaviour | Compression characteristic curves ESZ type 100 | for static component bearing compressive stress 0,p,q [Nimm’] compressive stress The bearing thicknesses 10 mm and 20 mm are each summarised in a diagram, where t = 10 mm is shown in green and t = 20 mm in red. On request, we will be happy to determine the deflection and the bulging of not shown bearing formats according to our technical capabilities.

Deformation behaviour | Bulging behaviour ESZ type 100 | for static component bearing compressive stress 0, pq [Nimm?] Bulgingiover short side shown dashes 10,0 The bearing thicknesses 10 mm and 20 mm are each summarised in a diagram, where t = 10 mm is shown in green and t = 20 mm in red. On request, we will be happy to determine the deflection and the bulging of not shown bearing formats according to our technical capabilities.

Planning tools | Design table general ESZ type 100 | for static component bearing Important note: The table shows the maximum permissible values of the load-bearing capacity with corresponding rotational capacity parallel to side b (a) in accordance with the approval conditions and is only intended as a guide. In our opinion, the interaction between into account and therefore the entire basis for design changes. You can conveniently carry out a specific dimensioning for your application using the ESZ dimensioning tool online. ay Bearing thickness t = 10 mm: Limit dimension of shorter bearing...

Planning tools | Design table general ESZ type 100 | for static component bearing Important note: The table shows the maximum corresponding permissible values of the load-bearing capacity with parallelto side approval conditions and is only intended as a guide. In our opinion, the interaction between compressive stress and rotation is not taken into account in a practical manner. As soon as holes are drilled in the bearing, the shape factor changes and therefore the entire basis for design changes. You can conveniently carry out a specific dimensioning for your application using the ESZ dimensioning...

Planning tools | Design table general ESZ type 100 | for static component bearing Important note: The table shows the maximum permissible values of the load-bearing capacity with corresponding rotational capacity parallel to side b (a) in accordance with the approval conditions and is only intended as a guide. In our opinion, the interaction between into account and therefore the entire basis for design changes. You can conveniently carry out a specific dimensioning for your application using the ESZ dimensioning tool online. ay Bearing thickness t = 15 mm: Limit dimension of shorter bearing...

Planning tools | Design table general ESZ type 100 | for static component bearing Important note: The table shows the maximum permissible values of the load-bearing capacity with corresponding rotational capacity parallel to side b (a) in accordance with the approval conditions and is only intended as a guide. In our opinion, the interaction between into account and therefore the entire basis for design changes. You can conveniently carry out a specific dimensioning for your application using the ESZ dimensioning tool online. Oy

Planning tools | Design table general ESZ type 100 | for static component bearing Important note: The table shows the maximum permissible values of the load-bearing capacity with corresponding rotational capacity parallel to side b (a) in accordance with the approval conditions and is only intended as a guide. In our opinion, the interaction between compressive stress and rotation is not taken into account in a practical manner. As soon as holes are drilled in the bearing, the shape factor changes and therefore the entire basis for design changes. You can conveniently carry out a specific dimensioning...