Manufacturer direct (Figure) _ _ Yuncheng rubber mount bearings provided by Hengshui HaoTong Rubber Company. Hengshui Hao-Engineering Rubber Co. (www.htgcxj.com) is a professional, "grid bearings, bridge expansion joints, water stop, bridge bearings, rubber bearings, spherical steel bearing" company. Since its inception, we adhere to the "good faith, sound management" approach, the courage to participate in healthy competition in the market, so that the "Hao Tong" brand has a good reputation. We adhere to the "service first, customers first" principle, so ho-engineered rubber has won the trust of customers in the public site construction materials, and establish a good corporate image. Special Note: This information is for reference pictures and information, please contact us to obtain the most accurate information, thank you! As a means to solve the problem, although you can consider using functional separation type bearing, highway bridge bearing system of the occasion, constitutes at highway bridge bearings, vertical stand and must be set to withstand major earthquakes in a main horizontal force lower beam in two types of recovery device under a bridge abutment. So if compared with the previous structure of the bridge must be strengthened, highway bridge bearings single base due to an increase in the scope of the mounting portion, so ease of construction and other aspects of providers worried. A rotational displacement can be separated from the ordinary constraints arising out of rubber bearings, but will it be implemented within the same highway bridge support structure, to improve seismic design freedom on purpose, even if construction can also be used with conventional construction method different forms bearing a circular bearing, structural steel highway bridge support such programs bearing, constructed in accordance with the results as shown in conduct, highway bridge bearing hybrid bearings has the following main characteristics, since the rotational displacement of the rubber bearing is separated, so that the shape defined by the degree of freedom is improved and any design cycle is also entirely possible. At the same time when the seismic reinforcement, subject to space constraints significant occasion bridge bearing map, you can restrict the use of elastic rubber platform way to improve stiffness. Generated when you can control and seismic deformation. Relations highway bridge bearing installation should pay attention to the installation of the upper structure, namely longitudinal bridge, the lower edge of the beam width, thickness and processing the positional relationship between the firmware and bearing bolts and bolts length. Relationship with the lower structure installation, namely with the bridge of the parapet contact state highway bridge supports full-height display, roads and bridges and bridge abutment contact surface edge distance, and adjacent structures installed relationships that stand on the pier installation, width and length restrictions, such as bearings, when relations with adjacent structures installed on the piers and road bridge bearing pedestal installation, bridge width and length restrictions. Relationship with anti-fall device and telescopic beam device, and supports, to prevent displacement of the beam device may fall and telescopic device relationship, it is generally desirable to prevent the displacement of the bearing displacement is less than the amount of bridge and a telescopic device, etc., roads and bridges bearing anchor bolts should pay attention to. For the length of anchor bolts, the general provisions of bridge design specifications must be difficult to guarantee the role of anchor bolts, so the use of more than 25mm in diameter of the anchor as well, the number of highway bridge bearings using anchor bolts on the bridge span smaller Supports wish to use two, even long-span bridges also want to control the 6 bit. Fixed bearing on the bridge, when a continuous cold end road bridge bearing fixed, in order to resist earthquakes along the horizontal force along the bridge.