[PDF] [PDF] BRIDGE DECK FORMING & HANGING SYSTEMS

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Concrete

Forming Systems

Precast Concrete

Products

Reinforcing

Bar Supports

Concrete

Anchoring Systems

Rock Anchoring

and Bolt Systems BRIDGE DECKFORMING & HANGINGSYSTEMSINTERIOR HANGERS

EXTERIOR HANGERSBRACKETSWORKING PARTS

2

TABLE OFCONTENTS

Table of Contents

DIAGRAMS

Steel Girder..............................................................4 Concrete Girder........................................................6 Fascia Overhang......................................................8

EXTERIOR FORM

Heavy Ty-Back 90°- 45° Angle Hanger.....................10 Type #1 - 90°- 45° Angle Hanger..............................10 Heavy Ty-Back Inverted 90°- 45°............................11 Type #2 & #3 - 90° - 45° Haunch Angle Hanger.........11

45° Precast Angle Hanger......................................12

HK 45° Ty-Down Hanger........................................12 Type #1 - 45° Half Hanger.....................................13 Type #1 - 45° Adjustable Half Hanger.....................13

6M Adjustable Half Hanger...................................14

Heavy 6M - 15° - 45° Hanger...................................15 Type #1 - 15° - 45° Angle Hanger..............................15 Guardrail Base........................................................16 Guardrail Adapter...................................................16 BOB Wall Plate.......................................................16 Standard Fascia Overhang Bracket.........................17 Adjustable Fascia Overhang Bracket......................18

Typical Adjustable Fascia Overhang Bracket Application...18Deep Adjustable Fascia Overhang Bracket..............19

Typical Deep Adjustable Fascia Overhang Bracket Application....19 ARB-89-L Overhang Bracket...................................20 AR Bridge Overhang Bracket Junior.......................20 AR Fascia Bridge Overhang Bracket Extension.......21 HFOB - STD - Overhang Bracket and Exterior Hanger Spacing...22 HFOB - ADJ - Overhang Bracket and Exterior Hanger Spacing...25 HFOB - ADJ - Deep Overhang Bracket & Ext. Hanger Spacing...29

INTERIOR FORM

Heavy Ty-Back 90°-90° Hanger..............................34 Type #1 - 90° - 90° Hanger.....................................34 Type #2/Type #3 - 90°-90° Haunch Hanger................35

90° Precast Half Hanger.........................................35

90° Ty-Down Hanger..............................................36

Type #1, #2, #3 - 90° Half Hanger.........................37 Type #1 - 90° Adjustable Half Hanger....................38 Type #1 - 15° Adjustable Half Hanger....................38

15°-15° Hanger.....................................................39

Batter Washer........................................................39

15° Precast Half Hanger.........................................40

Tyloop Hanger........................................................41

2286mm (90") LENGTH

762mm (30") MINIMUM TO 1727mm (68") MAXIMUM

INTERIOR

90/90

1/2" HFR1/2" HFR

1/2" HTBH

3/4" HHTBH

3/4" HDHTBH

3/4" HDDHTBH

1/2" HFR-HK

1/2" HTBH-HK

1/2" HFR-H

1/2" HFR-HW

1/2" HTBH-H

1/2" HTBH-HW 1/2" HFR-HA

1/2" HFR-HWA

1/2" HTBH-HA

1/2" HTBH-HWA

1/2" HFR-HAJ 1 CLIP

1/2" HRR-HAF 2 CLIP1/2" HFR-HAJ-A 1 CLIP

1/2" HRR-HAJ-A 2 CLIP

1/2" PHFR-H

1/2" PHHFR-H1/2" PHFR-HA

1/2" PHHFR-HA3/4" HHTBH-HK

3/4" HDHTBH-HK

3/4" HDDHTBH-HK 1/2" HFR-HKA

1/2" HTBH-HKA

3/4" HHTBH-HKA

3/4" HDHTBH-HKA

3/4" HDDHTBH-HKA 1/2" HFR #2

1/2" HFR #3

X 1000 lbs.X 1000 lbs.

1/2" HRH-A #2

1/2" HRH-A #3

1/2" HTBH-A

3/4" HHTBH-A

3/4" HDHTBH-A

HOOK 90HALF 90ADJUSTABLE 90PRECAST

90/45HOOK 45HALF 45ADJUSTABLE 45PRECAST

EXTERIOR

0 8

10 12 14 16 18

0 2 4 6 2

4 6 8

10 12 14 16 18

T

SAFE WORKING LOAD @ Approximate 2:1 Safety Factor

SAFE WORKING LOAD

@ Approximate 2:1 Safety Factor 3.833 A AA 3.833 AAA12 B 610
B B18 B B 610
B6 4.5 F F 6 4.5 FF3 E 1.1 3 E1.1C

3.8610

1218
CCCC C

3.8610

12 CCC6 6 D 3.8 3.8 DDD 66
D 3.8 3.8 DDD18 B18 C

TABLE OFCONTENTS

Table of Contents

Adjustable Joist Hanger............................................42 "J" Bolt................................................................... ..44 Lagstud Bolt.............................................................4 4 Adjustable Lagstud Bolt............................................44 Continuous Threaded Lagstud...................................45 Flat Washer..............................................................46 Lagnut & Coil Nut.....................................................47 Handle Lagnut..........................................................47 47
Hi-Chair Support - Type A300 Void Loop Hold Down Unit...48 AR Adjustable Screed Supports.................................48 Interior / Exterior Hangers Table.................................49 4

Bridge Cross SectionSteel Girder

APPLICATIONDIAGRAMAPPLICATIONDIAGRAM

Guard Rail

2x4 Nailer

Extension

HFOB Fascia Bracket

Lagstud BoltJoistBulkhead

Fascia Hanger

Pg. 10Pg. 10Pg. 11Pg. 11Pg. 12Pg. 12Pg. 13Pg. 13Pg. 15Pg. 15

Pg. 44

Pg. 44

Pg. 17Pg. 21Pg. 21

Lagstud Bolt

Guard Rail

2x4 Nailer

Extension

HFOB Fascia Bracket

Lagstud BoltLagstud BoltLedgerBulkhead

Fascia Hanger

Pg. 44Pg. 44Pg. 17

APPLICATIONDIAGRAM

APPLICATION

DIAGRAM

6

Bridge Cross SectionConcrete Girder

APPLICATIONDIAGRAMAPPLICATIONDIAGRAM

HFOB Fascia Bracket

Lagstud BoltInterior Hanger

Fascia Hanger

Pg. 44Pg. 17

HFOB Fascia Bracket

Lagstud BoltFascia Hanger

Pg. 44Pg. 17

APPLICATIONDIAGRAM

APPLICATION

DIAGRAM

Pg. 10Pg. 10Pg. 11Pg. 11Pg. 12Pg. 12Pg. 13Pg. 13

Pg. 34Pg. 15Pg. 15

Pg. 35

8

Fascia Overhang

APPLICATIONDIAGRAM

Walkway

Safety Rail

Exterior

Formwork

Precast

Concrete

GirderAdjustable Fascia

Overhang Bracket

Lagstud Bolt,

Flat Washer

and LagnutLagstud Bolt,

Flat Washer

and LagnutInterior

FormworkLagnut

90º-45º Hanger

EXTERIOR FORM

APPLICATIONDIAGRAM

Pg. 10

Pg. 44

Pg. 44Pg. 18

10

EXTERIOR HANGERS

Heavy Ty-Back 90°- 45° Angle Hanger (HTBH-A)

TYPE #1 - 90°- 45° Angle Hanger (HFR-A)

EXTERIOR HANGERS

Safe Working Load

17.0 kN (3,800 lb)Safe Working Load

6M 1/2" HTBH-A 26.7 kN (6,000 lb)

10M 3/4" HTBH-A 45.0 kN (10,000 lb)

12M 3/4" HTBH-A 53.0 kN (12,000 lb)

18M 3/4" EHTBH Double 80.0 kN (18,000 lb)

All Supplemental Hangers Rated 4.5kN (1000 lb)

Per side @ Approximate 2:1 Safety Factor

Per side @ Approximate 2:1 Safety Factor

Heavy Ty-Back (HTBH-A) hangers are used to support exterior formwork on bridge decks. HTBH-A hangers are specially designed to react lateral forces prevalent in fascia overhang formwork.The HTBH-A hanger is fabricated to use 13mm or

20mm (2`212`2" or 4b434b4") fasteners which is based on load capacity.

Typically 45º end clips are welded to one end of the hanger and

90º ty-back end clip to the other end. For improved stability of

the overhang formwork, a 90º SUPPLEMENTAL HANGER which allows a 13mm (2`212`2") vertical tie (SWL1000 lb) to be added to th e main hanger next to the 45º end clip on request. Angle Hanger HFR-A is manufactured with a 13mm (2`212`2") dia.

45° end clip and 13mm (2`212`2") dia. 90° end clip welded at eac

h end of the wire strut and is used to support fascia overhang formwork.

90°- 45° Heavy Ty-Back

Hanger HTBH-A

NCA Type 1-AP

Hanger HTBH-AP

90°- 45° - 90° Supplemental

Ty-Back Hanger HTBH-AS

Double Hanger EHTBH

INFORMATION REQUIRED TO ORDER

SPECIFYQUANTITYGIRDER FLANGE WIDTHPRODUCT NAMECOATING

Example200350 (14")HTBH-AHDG

Example200350 (14")HTBH-ASHDG

Example200350 (14")3/4"HTBH-AHDG

INFORMATION REQUIRED TO ORDER

SPECIFYQUANTITYGIRDER FLANGE WIDTHPRODUCT NAMECOATING

Example200350 (14")HFR-AHDG

*Available in Plain Steel (B), Electro Plated (EP) and Hot Dip Galvanized (HDG) Consult with AR Technical Department for Hanger Length Less than 175mm (7") NB. When hangers are used on concrete beams, the safe working load shown is based on a minimum concrete ange thickness of 5" and beams made with normal weight concrete having reached a minimum compressive strength of 5,000 psi. For hangers used on concrete beams with conditions not meeting these requirements please contact AR Technical Department. AR recommends the use of bearing plates under hanger end clips for hanger loads greater than 26kN (6000 lb) when used on concrete girders or supports. Please consult with AR Technical Department for custom made hangers with loads other than that listed in this calalog.

*Available in Plain Steel (B), Electro Plated (EP) and Hot Dip Galvanized (HDG)WARNING: Lateral forces must be properly reacted in order to prevent hanger movemen

t. Heavy Ty-Back Inverted 90°- 45° (Inv 90-HTBH-A) Type #2 & #3 - 90° - 45° Haunch Angle Hanger (HRH-A) - 25mm (1") / (HRH-A) - 38mm (1-1/2") This hanger is useful for projects where bridge brackets for formwork is to be installed for forming the bridge cantilever overhang only. These hangers can be used on steel or concrete girders where adequate reaction can be provided by a 4b434b4" diameter high strength stud. Bearing plates are recommended for concrete girders with flange thicknesses less lhan 5" and also for hanger > 6000 lb capacity. Hanger > 204mm length is also available with 90" supplement. Haunch Angle Hanger HRH-A is used to form fascia overhangs on projects having a 1" (25mm) or 38mm (1-1/2") haunch condition. The hanger is fabricated with a 13mm (1/2") dia.

90° HRH-A end clip and a 13mm (1/2") dia. 45° HFR end clip.

Haunch relief heights: Type #2 HRH-A is 25 mm (1").

Type #3 HRH-A is 38 mm (1-1/2").

Safe Working Load

13.4 kN (3,000 lb)

Per side @ Approximate 2:1 Safety Factor

INFORMATION REQUIRED TO ORDER

HANGER TYPESAFE WORKING LOADMINIMUM LENGTH45º BOLT DIMENSIONFOR USE ON

6M inv90-HTBH-A26 kN (6,000) lb15 2mm (6")13 mm (½")STEEL / CONCRETE

10M inv90-HTBH-A44 kN (10,000) lb204 mm (8")19 mm (¾")STEEL / CONCRETE

12M inv90-HTBH-A53 kN (12,000) lb204 mm (8")19 mm (¾")STEEL GIRDERS

INFORMATION REQUIRED TO ORDER

SPECIFYQUANTITYGIRDER FLANGE WIDTHPRODUCT NAMETYPECOATING

Example200350 (14")HRH-A#3HDG

Note: The safe working load

(SWL) shown here are based on hanger tests where the hanger has been adequately restrained by a ¾" high strength stud.

The actual safe working load of

the hanger is totally dependent on the size and strength of the stud that will be used to provide the hanger reaction at the inverted 90 degree end.

As such the hanger installed

capacity may be less if it is not adequately restrained.

Please consult with AR technical

department for guidance on use

of this product. Please consult with AR technical department for details on AR high capacity 18,000 lb SWL Hangers

*Available in Plain Steel (B), Electro Plated (EP) and Hot Dip Galvanized (HDG) WARNING: Lateral forces must be properly reacted in order to prevent hanger movemen t.

THREADED STEEL STUD

HEX NUT

AR INVERTED 90º ENDAR 45º END

EXTERIORHANGERS

EXTERIOR

HANGERS

90°- 45° Heavy Ty-Back

Hanger HTBH-AP

12

EXTERIOR HANGERSEXTERIOR HANGERS

45° Precast Angle Hanger (PHFR-HA) & (PHHFR-HA)

HK 45° Ty-Down Hanger (HHFR-HKA)Precast Angle Half Hanger PHFR-HA/PHHFR-HA is designed to be cast into the top of a concrete girder and subsequently support the fascia overhang formwork. Available with a 13 mm (1/2") dia. 45° end clip Standard (PHFR-HA) and Heavy (PHHFR-HA) configurations. Heavy Hanger HHFR-HKA is manufactured with a 13 mm (1/2") diameter 45° end clip welded to one end of the hanger's strut. This hanger is also available in 20 mm ( 3/4") system fabricated with ends to accommodate 20 mm (3/4") rods, for higher loads. The other end of the strut has a reinforced, 180° wraparound configuration. The wraparound end is fabricated to slip over the flange of a steel bridge beam. Also available for hanger loads using 20 mm (3/4") ends.

INFORMATION REQUIRED TO ORDER

SPECIFYQUANTITYPRODUCT NAMECOATING

Example200PHFR-HA STDHDG

INFORMATION REQUIRED TO ORDER

SPECIFYQUANTITYGIRDER FLANGE

WIDITHGIRDER FLANGE

THICKNESSPRODUCT

NAMECOATING

Example200350 mm (14")25 mm (1")HHFR-HKAHDG

Example200350 mm (14")32 mm (1 1/4")3/4" HHFR-HKAPHDG Available in Plain Steel (B), Electro Plated (EP) and Hot Dip Galvanized (HDG)

NB. Precast Hangers can be Made to Custom Lengths Upon Request.*Embedment height measured from bottom of horizontal strut wire

to bottom of hook wire, as illustrated on the image above. WARNING: Hook hanger are designed and fabricated to slip around the girder ange. They use of force / hammering to t hanger to the girder ange is not permitted and may compromise the integrity of the hanger. If force is required to t the hanger clips to the girder ange then the hanger clips are incorrect and should be replaced. *Available in Plain Steel (B), Electro Plated (EP) and Hot Dip Galvanized (HDG)

Safe Working Load

Safe Working Load

4.5M

Standard 20.1 kN (4,500 lb)

6M 1/2" Heavy Duty 26.7 kN (6,000 lb)

10M 3/4" Heavy Duty 45.0 kN (10,000 lb)

3.8M

1/2" System 17.0 kN (3,800 lb)

6M 1/2" System 26.7 kN (6,000 lb)

10M 3/4" System 45.0 kN (10,000 lb)

Per side @ Approximate 2:1 Safety Factor

Per side @ Approximate 2:1 Safety Factor

For hanger loads greater than 26 kN (6000 lb), AR recommends the use of bearing plates under hanger end clips on concrete girders. Please contact AR technical department for 12M and 18M hangers or for greater loads than shown in the catalogue. For hanger loads greater than 26 kN (6000 lb), AR recommends the use of bearing plates under hanger end clips on concrete girders. Please contact AR technical department for 12M and 18M hangers or for greater loads than shown in the catalogue.

HHFR-HKA

HHFR-HKAP

H min.*

102 mm

L Type #1 - 45° Half Hanger (HFR-HA) and (HFR-HWA) Type #1 - 45° Adjustable Half Hanger (HFR-HAJ-A) Half Hanger HFR-HA is fabricated with a 13 mm (1/2") dia.

45° HFR end clip and is available in two styles. The 45° HFR-

HA Angle Half Hanger is welded to the beam hanger and supports the fascia formwork. The 45° Half Hanger HFR-HA style has a shaped strut to facilitate welding the top surfacequotesdbs_dbs17.pdfusesText_23

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