FT-S Series Form-Traveler (Over Head Model)

HCR supply Form-Traveler for Balance Cantilever Construction Method. Over Head Form-Traveler are easier to be use compare to Under Slung Model. And it is easier to be modified for future usage. Our Form-Travelers are with good quality modular connection, designed for future modification and repeated usage for many years. We supply good quality metal formwork on HCR Form-Traveler. We also provide plywood formwork system as it is a more economical solution.

Concreting Support, self launching operation, level adjustments are all by means of hydraulic system. Erection of the traveler on the pier top can be as short as 1 week. All major parts join together by pin connection; which promises speedy erection and high accuracy design.

FT-S Series Form-Traveler (Over Head Model)
Main Specification

Item	Description		Specification
1	Model		FT-S
2	Capacity		100t ~ 480t
3	Segment Length		3.5m ~ 7.0m
4	Deck Width		5m ~ 35m
5	Bridge Curvature Radius		100m-unlimited
6	Bridge Type		Balance Cantilever Box Girder or Cable Stay
7	Launching Mechanism		Hydraulic
8	Formwork Material		Metal Sheet or Plywood Sheet
9	Shape of Bridge Section		Any shape
10	Production Cycle time		5 days – 7 days depend on site condition, concreting capacity, concrete design, pier height, reinforcement fabrication method etc.
11	Max. Bridge Slope	Longitudinal	7%
		Transverse	5%

FT-X Series Form-Traveler (Under-Slung Model)

Under-Slung Form-Traveler have its main parts hang under the completed bridge hence providing a clear space above the formwork; which means prefabricated reinforcement cages can be install easily. In certain cases Under Slung Form-traveler providing the only solution which Over Head Form-Traveler cannot give; for example on the construction of Arch for the Arch Bridge or when dealing with any slanting column structure or for certain Cable Stay bridges.

FT-X Series Form-Traveler (Under-Slung Model)
Main Specification

Item	Description		Specification
1	Model		FT-X
2	Capacity		100t ~ 480t
3	Segment Length		3.5m ~ 7.0m
4	Deck Width		5m ~ 35m
5	Bridge Curvature Radius		100m-unlimited
6	Bridge Type		Balance Cantilever Box Girder or Cable Stay
7	Launching Mechanism		Hydraulic
8	Formwork Material		Metal Sheet or Plywood Sheet
9	Shape of Bridge Section		Any shape
10	Production Cycle time		5 days – 7 days depend on site condition, concreting capacity, concrete design, pier height, reinforcement fabrication method etc.
11	Max. Bridge Slope	Longitudinal	7%
		Transverse	5%