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Elastomeric pot bearing for Railway Bridge

Elastomeric pot bearing for Railway Bridge

离岸价格

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Minimum Order

位置:

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最小订单价格:

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最小订单:

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包装细节:

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交货时间:

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供应能力:

500 Acre per Day

付款方式:

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免费会员

联系人 Ms. Yuyan

Daliushu, Beijing, Beijing

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详情

About Enquiry When making an enquiry, please provide the most important design criteria of the bearing if possible, we can then identify the appropriate bearings and provide the best quotation.   About Quotation For a detailed quotation we need the following information: 1.      Maximum, minimum, permanent and life load vertical superimposed load 2.      Horizontal force longitudinal and transverse direction on the bridge 3.      Most adverse load combination of maximum horizontal force and minimum vertical superimposed load 4.      Movement of the bridge in longitudinal and transverse directions 5.      Rotations of the bridge in longitudinal and transverse directions 6.      Concrete strength 7.      General structural details (concrete or steel bridge, fixing details of the bridge bearings, arrow and counter bearing size etc.) A more detailed list with the necessary information is defined in the European Standard EN ***7, part 1.   About Placing of orders In addition to the above documentation, the following information is needed when an order is placed: 1.      Layout drawing of the structure 2.      Pre-setting values Bearing manufacture begins once the documents confirming the pre-setting values have been approved and returned to us. Thanks to an efficient order processing system and modern manufacturing methods, we can guarantee very short delivery times.

The technical performance:
DESIGN VERTICAL LOAD (Unit: KN):
1,**0;2,**0;3,**0;3,**0;4,**0;4,**0;5,**0;5,**0;6,**0;7,**0;8,**0;9,**0;*0,**0;*2,**0;*5,**0;*7,**0;*0,**0;
*2,**0;*5,**0;*7,***0;*0,**0;*2,**0;*5,**0;*7,**0;*0,**0;*5,**0
   DESIGN HORIZONTAL LOAD:
   For free direction of fixed bearing,
   For longitude movement bearing,
   For transverse movement bearing,
   The design horizontal load of non-movement direction is:
*5% of design vertical load: for areas where earthquake dynamic peak acceleration: Ag=0.1g
*0% of design vertical load: for areas where earthquake dynamic peak acceleration: 0.1g,less than the Ag of 0.*5g
*0% of design vertical load: for areas where earthquake dynamic peak acceleration: 0.*5g, less than the Ag of 0.2g   
   For free movement bearing
   For longitude movement bearing
   For transverse movement bearing
The design horizontal load of movement direction is 5% of the design vertical load.     The design rotation angle is 0.*2rad
    The design displacement of a bearing: Design longitude direction displacement for free movement bearing (DX) and transverse movement bearing (ZX):
In the part of simple beam:
***0 to ***0KN   plus or minus *0mm                         
***0 to ***0KN   plus or minus *0mm                         
***0 to ***0KN   plus or minus *0mm
In the part of continuous beam: ***0 to ****0KN  plus or minus **0mm 
   The design friction coefficient of bearing: Normal temperature: 0.*3   Low temperature: 0.*5
   The design height adjustment range of bearing:Adjust the height with polyurethane in bottom or add steel plate on to top of the bearing. The adjustment range,no less than *0mm
   Temperature range:
Normal temperature type:
chloroprene rubber and natural rubber: **5 to **0centigrade;
Low temperature type:
EPDM and natural rubber:**0 to **0centigrade
The design slope range:The slope range is 0 to *0%
 

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Ms. Yuyan < Chengdu Xinzhu Road & Bridge Machinery Co., Ltd >

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