Compare Model Drawings, CAD & Specs Type Height Pack Quantity Availability Price
$630
In Stock
ERS2010-116 Table Earthquake Restraint 16 in.
In Stock
$630
$650
3 Weeks
ERS2010-119.5 Table Earthquake Restraint 19.5 in.
3 Weeks
$650
$630
3 Weeks
ERS2010-122 Table Earthquake Restraint 22 in.
3 Weeks
$630
$630
3 Weeks
ERS2010-123.5 Table Earthquake Restraint 23.5 in.
3 Weeks
$630
$650
3 Weeks
ERS2010-128 Table Earthquake Restraint 28 in.
3 Weeks
$650
$136
2 Weeks
ERS2010-1-KT-A Mounting Kit
2 Weeks
$136
$77
3 Weeks
ERS2010-1-KT-B Mounting Kit
3 Weeks
$77
$1,949
3 Weeks
ERS2010-316 Earthquake Restraint Set 16 in. 3
3 Weeks
$1,949
$1,891
3 Weeks
ERS2010-319.5 Earthquake Restraint Set 19.5 in. 3
3 Weeks
$1,891
$1,949
3 Weeks
ERS2010-322 Earthquake Restraint Set 22 in. 3
3 Weeks
$1,949
$1,949
3 Weeks
ERS2010-323.5 Earthquake Restraint Set 23.5 in. 3
3 Weeks
$1,949
$1,949
3 Weeks
ERS2010-328 Earthquake Restraint Set 28 in. 3
3 Weeks
$1,949
$206
3 Weeks
ERS2010-3-KT Mounting Kit 3
3 Weeks
$206
$2,521
3 Weeks
ERS2010-416 Earthquake Restraint Set 16 in. 4
3 Weeks
$2,521
$2,598
3 Weeks
ERS2010-419.5 Earthquake Restraint Set 19.5 in. 4
3 Weeks
$2,598
$2,521
3 Weeks
ERS2010-422 Earthquake Restraint Set 22 in. 4
3 Weeks
$2,521
$2,598
3 Weeks
ERS2010-423.5 Earthquake Restraint Set 23.5 in. 4
3 Weeks
$2,598
$2,598
3 Weeks
ERS2010-428 Earthquake Restraint Set 28 in. 4
3 Weeks
$2,598
$299
3 Weeks
ERS2010-4-KT Mounting Kit 4
3 Weeks
$299
$166
4 Weeks
MD2500 Epoxy Dispenser
4 Weeks
$166

Features

Sturdy Protection for Your System

The earthquake loads due to movement of the table and payload are transferred into the concrete floor by eight (8) anchor bolts per Earthquake Restraint. The anchor bolts (Hilti HIT RE500 SD per ICC ESR2322, 3/8 in. diameter bolts and HIS-N inserts embedded 4-3/8”) are designed for use in concrete floors at least 6 inches (150 mm) thick constructed of 2,500 psi (17.3 megapascal) minimum normal-weight concrete in an uncracked condition. If any of these conditions are not met, additional analysis and detailing by a structural engineer will be required. The earthquake loads are distributed into the optical table bottom skin by eight (8) M6-1.0 socket head cap screws pre restraint.

System Requirements

Each ERS2010 is rated for seismic forces generated by a maximum of 2000 pounds (908 Kg.) of combined table and payload weight per restraint. However, in order to prevent possible tipping of a table during or after an earthquake, three or more ERS2010 Restraints - located as far apart as possible at the perimeter of the table system - must be used even though the load per ERS2010 is less than the specified maximum. The ERS2010Earthquake Restraint system is intended to work in conjunction with Newport S-2000 or I-2000 pneumatic isolators with rated load capacity 2000 lbs. The ERS2010 is designed to withstand the earthquake loads corresponding to, or lower than, the 2012 IBC seismic accelerations Ss=2.011, S1=0.786 (for example, Hayward, CA). The design of the Restraint is in compliance with 2012 International Building Code (IBC) and 2013 California Building Code (CBC).