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CIPEC Expansion Joints / Small Movements 3 
JEP EXPANSION JOINTS 
DESIGN 
These joints form part of the gap joints family. They are composed of two sec-tions 
of drawn steel delivered in three-metre lengths and placed facing each 
other. These elements are equipped with two sinusoidal anchor parts cast into 
a resin-based mortar beam bonded to the structure. 
The joint line is formed by a sequence of pairs of sections welded end to end. 
SPECIAL FEATURES 
The JEP joint is installed within the thickness of the surface layer. It is quickly 
installed and because there are no recesses or drillings in the structure, the 
JEP joint is well suited for solving specific problems with the replacement of 
existing joints, work done lane by lane, renovations in which only short traffic 
interruptions can be accepted, and in which completion speed is all important. 
Traffic can be allowed over the joint after three hours. 
Since there are no teeth, JEP joints can accept small side movements with-out 
any change to their intrinsic qualities. 
MOVEMENTS RANGE 
The following table shows the capacity of JEP joints to accept movements as 
a function of the skew of the bridge: 
40 gr 
Dimensions in mm. 
Type Straight (100 gr) 
JEP3 
JEP5 
JEP8 
30 
50 
80 
80 gr 
31.5 
52.5 
84 
60 gr 
37 
62 
99 
51 
85 
136
Type DL 
4 CIPEC Expansion Joints / Small Movements 
TECHNICAL DATA 
E 
F 
ACCESSORIES 
A min. 
A max. 
B min. 
B max. 
D min. 
D max. 
H 
C 
The following accessories are available to make the surface layer completely 
watertight at the joint and to make the action of the joint effective over the 
footpath (and other areas not carrying traffic): 
u pavement joints - fig.1; 
u end section upstands - fig. 2; 
u drain. 
Fig. 1: Detail of the footpath joint. Right: kerb cover plate. 
Fig. 2: Details of section upstand. 
Dimensions in mm. 
JEP3 
JEP5 
JEP8 
30 
50 
80 
30 
25 
25 
60 
75 
105 
80 
75 
75 
110 
125 
155 
10 
10 
10 
40 
60 
90 
80 
80 
80 
140 
140 
140 
60 
75 
95 
55 
59 
59

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Expansion joint

  • 1. CIPEC Expansion Joints / Small Movements 3 JEP EXPANSION JOINTS DESIGN These joints form part of the gap joints family. They are composed of two sec-tions of drawn steel delivered in three-metre lengths and placed facing each other. These elements are equipped with two sinusoidal anchor parts cast into a resin-based mortar beam bonded to the structure. The joint line is formed by a sequence of pairs of sections welded end to end. SPECIAL FEATURES The JEP joint is installed within the thickness of the surface layer. It is quickly installed and because there are no recesses or drillings in the structure, the JEP joint is well suited for solving specific problems with the replacement of existing joints, work done lane by lane, renovations in which only short traffic interruptions can be accepted, and in which completion speed is all important. Traffic can be allowed over the joint after three hours. Since there are no teeth, JEP joints can accept small side movements with-out any change to their intrinsic qualities. MOVEMENTS RANGE The following table shows the capacity of JEP joints to accept movements as a function of the skew of the bridge: 40 gr Dimensions in mm. Type Straight (100 gr) JEP3 JEP5 JEP8 30 50 80 80 gr 31.5 52.5 84 60 gr 37 62 99 51 85 136
  • 2. Type DL 4 CIPEC Expansion Joints / Small Movements TECHNICAL DATA E F ACCESSORIES A min. A max. B min. B max. D min. D max. H C The following accessories are available to make the surface layer completely watertight at the joint and to make the action of the joint effective over the footpath (and other areas not carrying traffic): u pavement joints - fig.1; u end section upstands - fig. 2; u drain. Fig. 1: Detail of the footpath joint. Right: kerb cover plate. Fig. 2: Details of section upstand. Dimensions in mm. JEP3 JEP5 JEP8 30 50 80 30 25 25 60 75 105 80 75 75 110 125 155 10 10 10 40 60 90 80 80 80 140 140 140 60 75 95 55 59 59