Heavy Forming Hardware/ Wall Ties

2-STRUT COIL TIE

 

AVAILABLE IN 2 AND 4 STRUT 1/2" TO 1 1/4" STANDARD OR CONE READY

 

4-STRUT COIL TIE

COMBO-COIL LOOP TIE
AVAILABLE IN 1/2"x4", 1/2"x6" AND 1/2"x8"  
 

FLAT WASHERS

 

 

CAST WING NUT

 

 

COIL BOLTS


TAPER TIES
INSIDE TIE RODS
SHE-BOLTS
The she-bolt system is extremely versatile in that it can be used with different form thicknesses while at the same time allows for variations in set-back. This system allows for the she-bolts to be pre-assembled to the inside tie rod and passed thru the formwork from one end, thus allowing both sides of the form to be in place prior to installation.

A-81 JAHN "A" BRACKET

A-82 JAHN "C" BRACKET
 

A-89 JAHN SCAFFOLD JACK

 

JACK ADJUSTED FOR 16" SPACING OF WALES AND JACK ADJUSTED FOR 24" SPACING OF WALES

 

A-86 JAHN TIE EXTENDER

 

 

 

 

WE HANDLE THE ENTIRE SYMONS PRODUCT LINE OF TIES. SOME TIES, SUCH AS PRE-BENT OR SOME LENGTHS, ARE SPECIAL ORDER. PLEASE CONTACT US FOR PRICES AND AVAILABILITY.

 
FORM HANGERS
BRIDGE DECK HANGER-TYPE 1
The type 1 bridge deck hanger is designed for use on interior steel or concrete beams, utilizing 1/2" dia. coil bolts or coil rod bolts.
NOTE: End sections are designed to accept 1/2" coil bolts or coil rod only.

 

EXAMPLE OF TYPE-1 HANGER IN USE

 
BRIDE DECK HANGER-TYPE 1A
The type 1A bridge deck hanger is designed for outboard steel or concrete beams supporting the cantelevered formwork on which the overhang is poured. This hanger utilizes both a 90 degree end section for the interior formwork and a 45 degree end section for the overhang.
NOTE: End sections are designed to accept 1/2" coil bolts or coil rod only.

Caution: It is not recommended that this hanger be used when concrete finishing machines or conveyor systems are used. See interlocking type hangers.

 

 

EXAMPLE OF TYPE-1A HANGER IN USE

 
BRIDGE DECK HANGER-TYPE 2
The type 2 bridge deck hanger is designed to compensate for the haunch condition created by pre-cambered beams which are designed to offset pre-calculated dead loads.
The hanger is capable of allowing a haunch condition of up to 1" above the girder.
NOTE: End sections are designed to accept 1/2" coil bolts or coil rod only.
SAFE WORKING LOAD: 2,375 lbs. per side
BRIDGE DECK HANGER-TYPE 2A
The type 2A bridge deck hanger is designed for holding overhang formwork when concrete finishing machines or conveyors are not being used.
Similar to the type 1A hanger the type 2A hanger is used when a haunch condition exists up to a maximum of 1" above the girder.
NOTE: End sections are designed to accept 1/2" coil bolts or coil rod only.
SAFE WORKING LOAD: 2,375 lbs. per side
BRIDGE DECK HALF HANGERS

 

 

HEAVY DUTY BRIDGE DECK HANGER

 
ANCHORS AND INSERTS
 

AVAILABLE IN 1/2" AND 3/4" DIAMETER
 

AVAILABLE IN 3/4"x 1 1/2" AND 3" N.C. THREAD