Competitive Price Large Movements Rubber Expansion Joint to Russian Federation
Competitive Price Large Movements Rubber Expansion Joint to Russian Federation
Competitive Price Large Movements Rubber Expansion Joint to Russian Federation

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Competitive Price Large Movements Rubber Expansion Joint to Russian Federation

$10.00 ~ $10.00 / Bag/Bags
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Model No. : Movement 120mm
Brand Name : JianFeng
Export Markets : Global
Certificate : ISO9000
Urgent Order : Yes
Classify : F-WM
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Product description

I
Q:What are the characteristics of the comb type expansion joint?
A:The following are the characteristics of the comb type expansion joint:
1.Expansion joint plate is the comb shaped anti-skid groove plate.It is a supporting structure which is engaged with each other from the gap between the left and the right of the bridge.Its structural rigidity is large and can withstand large horizontal displacement.Its flexible amount of up to 420mm.
2.The comb type expansion joint has low building height.It can be installed in the height of the bridge deck pavement and the beam does not need the reserved slot,which greatly facilitate the design and construction.
3.Its wide range of application.New or old bridge beam can be used,Especially suitable for replacement of large displacement bridge plate rubber expansion device.
4.When the car is running,there is smooth,comfortable,not jump car,and no noise.
5.It is convenient to transport and install components.Do not need extra long car transport, also do not use the crane to load and unload.
6.It has a very low cost.The price is less than the modular large displacement expansion device about 20%.
 
 
 
 
 
 
 
 
II
Q:Can you describe the installation detail steps of the comb type expansion joint?
A:The following are the installation detail steps of the comb type expansion joint:
Lofting and cutting asphalt concrete.According to the A width of lofting, attention is slit along the beam center line of left and right asymmetric cutting.
2.Excavation and clearing debris.The excavation depth should be at least H value.
3.Fixed bolt position.
4.Pouring over section area of C40 steel fiber reinforced concrete.
 
 
 
 
 
 
 
III
Q:What are the performance requirement of the comb expansion joint device?
A:
items numerical value
Maximum horizontal frictional resistance of stretching or compressing (Kn /m) ≤5
The uniformity of deformation in tension or compression(mm)
Total variation of maximum deviation
e≤80±1.5
e>80±2.0
The maximum vertical deviation or distortion of the compression or stretch(mm) 0.3~0.5
 
 
 
 

 
IV
Q:What's the propertities of the comb type expansion joint?
A:
 models  movement accommodation  module length  module depth module width   module weight stud diam. 
 150  38mm  1750mm  A
35mm
 B
240mm
 28kg  D
12mm
 200  50mm  1830mm  40mm  274mm  45kg  14mm
 250  65mm  1830mm  46mm  356mm  62kg  14mm
 300  80mm  1830mm  54mm  432mm  88kg  16mm
 400  102mm  1830mm  54mm  590mm  150kg  16mm
 650  165mm  1830mm  75mm  724mm  260kg  20mm
 900  230mm  1830mm  93mm  890mm  375kg  24mm
 1300  330mm 1220mm   127mm  1207mm  438kg  27mm
 
 



 
V
Q:How to arrange the expansion joint device in the bridge construction?
A:The following is the layout of the bridge expansion joint:
1. The arrangement of the telescopic device should be based on the overall arrangement of the bridge and the geometry of the bridge.Such as longitudinal slope,cross slope,plan Curvature,bearing arrangement,the direction and measurement of three direction displacement.
 When the longitudinal horizontal displacement of the bridge expansion joint is less than 5mm and the vertical displacement is less than 0.5mm,there is no need to install the expansion device.Flexible and waterproof sealing material can be provided in the joint.
3.The curved bridge expansion device should be set on the radius of curvature.For the Modular expansion device,the maximum width between two middle or middle beam and side beam of the outer edge of the carriageway is less than 80mm.
4.The expansion device should not be set at the low point of the concave vertical curve of the bridge.
 
 
 
 
 

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
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