ajb - ajb-300 options - positech.com · ajb rev: articulated jib-boom 1:32 30/aug/2018 kwo sht: 1...

WINCLUDES PAYLOAD,

LIFTING DEVICE,& TOOLING

D

(R/2)-C(R/2)+C

R

POSITECH RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, PRICES, OR DISCONTINUE MODELS/OPTIONS, AT ANYTIME, WITHOUT NOTICE.

OR DRAWINGS WITHOUT THE WRITTEN CONSENT OF POSITECH CORPORATION IS EXPRESSLY FORBIDDEN.

DATE:DRAWN

NO:

SCALE:

DWG:

BY:

AJB REV:

ARTICULATED JIB-BOOM

1:32 30/Aug/2018 kwo

1 of 5SHT:

ALL DESIGNS, SKETCHES AND DRAWINGS ARE THE PROPERTY OF POSITECH CORPORATION LETTING, OR

ALLOWING TO BE LET, THE KNOWLEDGE FOR DESIGN AND/OR FABRICATION FROM SAID DESIGNS, SKETCHES™

MODELMAX

MOMENT AT MAIN POST

TOOLING AND PAYLOAD MOMENT ALLOWED AT

MAIN BEARING

LOADINGEXAMPLE

TOOLING AND PAYLOAD MOMENT ALLOWED AT

MIDDLE JOINTA B C D REACH (FT)

CAPACITY** (LBS)

BASE MACHINE WIEGHT

(LBS)

AJB-60 60,000 R X W = 48,000 IN-LBS 400 LBS @ 120" 22,000 IN-LBS 16.5 5.03 7 3.5 4 TO 20 200-1000 360

AJB-90 90,000 R X W = 72,000 IN-LBS 600 LBS @ 120" 33,000 IN-LBS 20.68 6.92 7 3.5 4 TO 20 300-1500 472

AJB-150 150,000 R X W = 96,000 IN-LBS 800 LBS @ 120" 44,000 IN-LBS 23.5 * 7.1 * 8 * 5 * 4 TO 20 500-2500 673

AJB-300 300,000 R X W = 240,000 IN-LBS 2000 LBS @ 120" 110,400 IN-LBS 29.9 * 8.6 * 12 * 6 * 4 TO 20 1000-5000 1258

**Includes payload and end-effector; Increasing arm length reduces payload capacity * DIMENSIONS MAY VARY

1

PEDESTAL

OVERHEADSPACER

1

LEVELING JACKMOUNTING

1

2

3

AIR ACCESS

AIR ACCESS

JOINT

R & W ARE VARIABLE. AS R INCREASES W

2

FIRST ARM

MAXIMUM MOMENT ALLOWED AT THE MIDDLE

THE FIRST ARM IF NEEDED.

SECOND ARM

THE SECOND ARM CAN BE MOUNTED ABOVE

ADJUSTABLEDRAG BRAKE

ADJUSTABLEDRAG BRAKE

MIDDLEBEARING

ALLOWED AT THE MAIN BEARING. BEARING IS 46% OF THE MAXIMUM MOMENT

MAXIMUM MOMENT ALLOWED AT ANY JOINT.

3

MAIN

MUST DECREASE AND VICE VERSA. TOTAL MOMENT CREATED CANNOT EXCEED

STANDARDHOIST LOOP

B A

AIR ACCESS

0

500

1000

1500

2000

2500

3000

3500

4000

4500

5000

48 68 88 108 128 148 168 188 208 228

Capacity

Reach

AJB Base Machine Capacity v. Reach

AJB60

AJB90

AJB150

AJB300

ADJUSTMENT PROCEDURE:

1 . DETERMINE WHICH DIRECTION THE SHAFT MUST BE ADJUSTED.

2. LOOSEN THE (2) 1/2-13 NC LOCKING SCREWS.

3. SUPPORT THE SECOND ARM BELOW THE BEARING ASSEMBLY.

4 . UNLOCK THE TOP NUT SET SCREWS (2).

5. LOOSEN THE NUT 1-2 TURNS.

6. ROTATE THE BEARING ADAPTER(S) AS NECESSARY.

7. TIGHTEN THE NUT-RETURN TO ORIGINAL POSITION IF

PREVIOUSLY DRILLED AND LOCK OR DRILL A NEW HOLE

FOR HALF DOG POINT SET SCREW.

8. REMOVE SECOND ARM SUPPORT.

9. CHECK FOR PROPER ORIENTATION (ROTATION ETC.)

10. READJUST IF NECESSARY.

11. RETIGHTEN LOCKING SCREWS.

NOTES:

1. THE MIDDLE JOINT BEARI NGS ARE MOUNTED IN ECCENTRIC BEARING

ADAPTORS SO THE MIDDLE JOINT BEARI NG SHAFT CAN BE ADJUSTED

AT INITIAL ASSEMBLY TO LINE UP WITH THE MAI N POST BEARING AT

FINAL ASSEMBLY, ASSEMBLE WITH HIGH POINT OF ECCENTRIC BEARING

HOUSINGS PERPENDICULAR (90<MOD-DEG>) TO ARM CENTER LINE AND

POINTING IN THE SAME DIRECTION (AT THE MI DDLE JOINT).

2. THE HIGH POINT OF EACH ECCENTRI C ADAPTOR IS MARKED ON THE SIDE.

3. TORQUE MIDDLE JOINT NUT TO 100 FT-LBS MAX.

4. WHEN ADJUSTMENT IS FINAL, DRILL <MOD-DIAM>.348 X .125 DEEP INTO BEARING SHAFT

TO LOCK POSITION USING SET SCREWS.

5. WHEN ADJUSTMENT IS COMPLETE, TIGHTEN THE SET SCREWS TO LOCK

THE ECCENTRI C

6. AT THE FACTORY, THE SECOND ARM IS NORMALLY SET APPROX. 1/2<MOD-DEG> UP WITH

NO PAYLOAD ON THE ARM.

*MAX (9418600)

*V-LIFT BRACKET (9922312)

SCALE:

DWG:NO:

DATE:DRAWNBY:

REV:

AJB, PED with options

1:48 30/Aug/2018

AJB60 WITH OPTIONS

kwo

2 of 5SHT:



ALLOWING TO BE LET, THE KNOWLEDGE FOR DESIGN AND/OR FABRICATION FROM SAID DESIGNS, SKETCHES


™

SPACER LEVELING JACKS(200207200)

*TROLLEY (200332201-S6)

*OVERHEAD SPACER (200108501)

*PEDESTAL (2001014601)

MOUNT USING LEVELING JACK ASSEMBLY (200110001)

1" DIAMETER ANCHOR BOLTS RECOMMENDED

SCALE:

DWG:NO:

DATE:DRAWNBY:

REV:


1:48 30/Aug/2018

AJB90 WITH OPTIONS

kwo

3 of 5SHT:





™

*PEDESTAL (200104601)

*OVERHEAD SPACER (200108501)

*TROLLEY (200332201-S6)

MOUNT USING LEVELING JACK ASSEMBLY (200110001)



*HOIST, LUG (9601013)

*TOOLING LOOP (9227505)

*V-LIFT 5.375 (200832720)

*MAX (9524807)

*V-LIFT, 6.25 B.C. (200024214)

*V-LIFT BRACKET (200027604)

SCALE:

DWG:NO:

DATE:DRAWNBY:

REV:


1:48 30/Aug/2018

AJB150 WITH OPTIONS

kwo

4 of 5SHT:





™


*TROLLEY (200805321)

*OVERHEAD SPACER (200832620) *HOIST, LUG (9601013)

*TOOLING LOOP (9227505)

*V-LIFT 5.375 (200832720)

*MAX (9524807)

*V-LIFT, 6.25 B.C. (200024214)

*V-LIFT BRACKET (200027604)*PEDESTAL (200213602)

MOUNT WITH LEVELING JACK

ASSEMBLY (200115502)


SCALE:

DWG:NO:

DATE:DRAWNBY:

REV:


1:48 30/Aug/2018

AJB300 WITH OPTIONS

kwo

5 of 5SHT:





™


*OVERHEAD SPACER(200118703)

*PEDESTAL(200118703)

MOUNT USING LEVELING JACKASSEMBLY (200504001)


5

1

3

2HEX NUT - 1-8 PROVIDED

DETAIL A SCALE 1 : 3

4

WITH ANCHOR BOLT

SAE 1 FLAT WASHER PROVIDEDWITH ANCHOR BOLT

1.00

24.00

304.812.00

7.00 177.8 SQ.609.6

27.50 SQ.698.5

A

GREATER THE PULL OUT FORCE BECOMES.6.) NOTE: THE DEEPER THE HOLE IS DRILLED, THE

THE DRILL TO WOBBLE.

ADJUST LEVELING JACKS SO THE TOP OF

BY POSITECH.

1 1/2 TIMES THE ANCHOR BOLT DIAMETER FROMANCHOR EMBEDMENT DEPTH NOT TO EXCEED

1"-8 ANCHOR BOLT,

ANCHOR. PLACE ANCHOR IN HOLE. STRIKE

FULLY REINFORCED CONCRETE WITH

SCREW JACK AND FLOOR.

4.) ASSEMBLE THE NUT ON THE ANCHOR SO THE

5.) TORQUE ANCHORS TO 250 FT-LBS.

NUT RESTS FLUSH TO JUST ABOVE THE TOP OF THE

SHOULD THE MACHINE BE MOVED IN THE

3.) ASSEMBLE A WASHER BETWEEN PEDESTAL

FRICTION-FIT ANCHOR DESIGN MAY REQUIREMORE FORCE THAN OTHER ANCHORDESIGNS.

FUTURE. DO NOT REAM THE HOLE OR ALLOW

THE OPPOSING FACE OF CONCRETE SLAB.

CRACKS ARE TO BE PRESENT WITHINAND A MINIMUM DEPTH OF 6.00". NOA MINIMUM STRENGTH OF 3500 PSI

APPLY GROUT UNDER PEDESTAL IF DESIRED.THE PEDESTAL IS LEVEL. TIGHTEN HARDWARE.

HARDWARE SUPPLIEDLEVELING JACKS AND

SHARPLY WITH HAMMER TO DRIVE DOWN.

IS NECESSARY FOR PROPER PERFORMANCE.AIR AND A NYLON BRUSH. A CLEAN HOLE 2.) CLEAN THE HOLE USING COMPRESSED

48" OF PEDESTAL CENTERLINE.

ANCHOR BOLT INSTALLATION INSTRUCTIONS

1.) DRILL A HOLE PERPENDICULAR TO THEWORK SURFACE WITH A DIAMETER EQUAL TOTHE ANCHOR DIAMETER. DRILL THE HOLE TOA DEPTH EXCEEDING MINIMUM EMBEDMENT(5.00" FOR 1"-8 ANCHOR). TO ENSURE FULL HOLDING POWER. IT IS ACCEPTABLE TO DRILLFULLY THROUGH THE CONCRETE TO ALLOW THEBOLTS TO BE LATER DRIVEN INTO THE EARTH

MAIN POST CENTERLINEMAXIMUM STATIC MOMENTFROM MACHINE, TOOLING,& PAYLOAD:

SAM K - 65,000 IN LBSSAM P - 90,000 IN LBSSAM LS - 85,000 IN LBSTPA-5 - 80,000 IN LBSWM-200 - 100,000 IN LBSWM-300 - 120,000 IN LBSAJB-60 - 60,000 IN LBSAJB-90 - 90,000 IN LBS

MAX IMUM STATIC WEIGHT:

BASED ON A 12 FT PEDESTAL. ALL WEIGHTS ARE ESTIMATES.

SAM K - 2615 LBSSAM P - 2765 LBSSAM LS - 1700 LBSTPA- 5 - 2453 LBSWM-200 - 1850 LBSWM-300 - 2338 LBS

5.00 [127 MM]

MIN HOLE DEPTH

8.63

4.67

LEVELING JACK ASSY - CONCRETE MOUNTING, 120,000 IN-LBS

B

B

FROM SAID DESIGNS, SKETCHES OR DRAWINGS WITHOUT THE WRITTEN CONSENT OF

SAM P/K/LS, WM, TPA-5, AJB-60/90

LAURENS, IOWA 50554

ALL DESIGNS, SKETCHES AND DRAWINGS ARE THE PROPERTY OF POSITECH CORPORATION.

JAS

CODE:

CLASS 730 DWG.

NO.:

SCALE:

POSITECH CORPORATION IS EXPRESSLY FORBIDDEN.

DWG

SIZE:

FOR:

1:10

REV:

21APR03DATE:BY:

DRAWN

LETTING, OR ALLOWING TO BE LET, THE KNOWLEDGE FOR DESIGN AND/OR FABRICATION

200110001

REV. DESCRIPTION BY DATE

B OLD DWG NAME: PEDESTAL MTG. - SAM P/K/LS/WM/TPA-5/AJB-60/90 WAK 11-Apr-2010

A ADDED ANCHOR BOLT DETAIL VIEW AND BOM JAC 12JAN2005

ITEM NO QTY PART NUMBER DESCRIPTION

1 4 P000302 CONCRETE ANCH.BOLT,NUT&WASH.1" x 9

2 4 P000268 HLOCK 1.000PL

3 4 7822105LEVELING JACK - ST, 2-12 THRD X 2.250 L, 1.188

ID, TPA 10

4 4 7827002LEVELING JACK NUT - 2-12 THRD, 3.00 HEX, .50

THK5 4 P000269 USS 1 1/8PL

6 1 201015406 1" PEDESTAL ANCHOR INSTALL DECAL

STANDARD ASSY'S:SAM P/K/LS/WM/TPA-5/AJB-60/90

5.000 [127MM]MIN. HOLE DEPTH

A

FULLY REINFORCED CONCRETE WITHA MINIMUM STRENGTH OF 3500 PSIAND A MINIMUM DEPTH OF 6.00" FORTPA-10/AJB-120/150 AND 8.00" FOR TPA-15/AJB-200. NO CRACKS ARE TO BE PRESENT WITHIN 60" OF PEDESTAL CENTERLINE.

1"-8 ANCHOR BOLT, LEVELING JACKS ANDHARDWARE SUPPLIEDBY POSITECH.

29.500

9.0°

1.902

6.000

8.000

3.000

8X 2-12 UN THRUEQ SP ON 27.250 BC

DETAIL A SCALE 1 : 3

2

1

3

4

5

SAE FLAT WASHER PROVIDEDWITH ANCHOR BOLT

HEX NUT - 1-8 PROVIDEDWITH AHCHOR BOLT

ADJUST LEVELING JACKS SO THE TOP OFTHE PEDESTAL IS LEVEL. TIGHTEN HARDWARE.APPLY GROUT UNDER PEDESTAL IF DESIRED.

MAIN POST CENTERLINESTANDARD ESTIMATEDSTATIC MOMENT FROM MACHINE, TOOLING,& PAYLOAD:

TPA - 10 - 175,000 IN LBSTPA - 15 - 215,000 IN LBS

ESTIMATED STATIC WEIGHTBASED ON A 12 FT PEDESTAL.

TPA-10 - 3650 LBSTPA-15 - 4350 LBS


1.) DRILL A HOLE PERPENDICULAR TO THEWORK SURFACE WITH A DIAMETER EQUAL TOTHE ANCHOR DIAMETER. DRILL THE HOLE TOA DEPTH EXCEEDING MINIMUM EMBEDMENT(5.00" FOR 1"-8 ANCHOR). TO ENSURE FULL HOLDING POWER. IT IS ACCEPTABLE TO DRILL FULLY THROUGH THE CONCRETE TO ALLOW THE BOLTS TO BE LATER DRIVEN INTO THE EARTH SHOULD THE MACHINE BE MOVED IN THE FUTURE. DO NOT REAM THE HOLE OR ALLOW THE DRILL TO WOBBLE.

2.) CLEAN THE HOLE USING COMPRESSEDAIR AND A NYLON BRUSH. A CLEAN HOLE IS NECESSARY FOR PROPER PERFORMANCE.

3.) ASSEMBLE A WASHER BETWEEN PEDESTALSCREW JACK AND FLOOR.

4.) ASSEMBLE THE NUT ON THE ANCHOR SO THE NUT RESTS FLUSH TO JUST ABOVE THE TOP OF THEANCHOR. PLACE ANCHOR IN HOLE. STRIKESHARPLY WITH HAMMER TO DRIVE DOWN.FRICTION-FIT ANCHOR DESIGN MAY REQUIREMORE FORCE THAN OTHER ANCHORDESIGNS.


6.) NOTE: THE DEEPER THE HOLE IS DRILLED, THEGREATER THE PULL OUT FORCE BECOMES.ANCHOR EMBEDMENT DEPTH NOT TO EXCEED1 1/2 TIMES THE ANCHOR BOLT DIAMETER FROMTHE OPPOSING FACE OF CONCRETE SLAB.

REV. DESCRIPTION BY DATEA ADDED ANCHOR BOLT DETAIL AND BOM JAC 18JAN2005


1 8 P000302 CONCRETE ANCH.BOLT,NUT&WASH.1" x 9

2 15 P000268 HLOCK 1.000PL

3 8 7822105 LEVELING JACK, TPA 10 & 15 - 2.0-12 X 2.250 X 1.188 ID

4 8 7827002 NUT - 2.0-12, JAM TYPE, LEVELING JACK

5 8 P000269 USS 1 1/8PL

ANGLE .5 DEG

TOLERANCESUNSPECIFIED

.XXX .030

.XX .050

DEBURR ALLSHARP EDGES

MFG ROUTING

LAURENS, IOWA 50554

A

JAC

PEDESTAL MTG. - TPA-10/15/AJB-120/150/200

CODE:CLASS 620 DWG.

NO.:

SCALE:SIZE:DWG B

FOR:

1:10

REV:

31-May-2001DATE:BY:DRAWN

FROM SAID DESIGNS, SKETCHES OR DRAWINGS WITHOUT THE WRITTEN CONSENT OFLETTING, OR ALLOWING TO BE LET, THE KNOWLEDGE FOR DESIGN AND/OR FABRICATIONALL DESIGNS, SKETCHES AND DRAWINGS ARE THE PROPERTY OF POSITECH CORPORATION.


200115502

ASSEMBLY

35.5

6.0

3.0

5.5

2.07.5°

EQ. SP ON 33.38 X 2-12UN THRU

5.000 [127MM]MIN. HOLE DEPTH

E

FULLY REINFORCED CONCRETE WITHA MINIMUM STRENGTH OF 4000 PSIAND A MINIMUM DEPTH OF 8.000" FORTPA-25 AND AJB-300. NO CRACKS ARETO BE PRESENT WITHIN 11 FT. SQ. OFPEDESTAL CENTERLINE.

DETAIL E SCALE 1 : 3

1

3

4

2

5

HEX NUT - 1-8 PROVIDEDWITH ANCHOR BOLT

SAE FLAT WASHER PROVIDEDWITH ANCHOR BOLT

ADJUST LEVELING JACKS SO THE TOP OFTHE PEDESTAL IS LEVEL. TIGHTEN HARDWARE.APPLY GROUT UNDER PEDESTAL IF DESIRED.

MAIN POST CENTERLINESTANDARD ESTIMATEDSTATIC MOMENT FROM MACHINE, TOOLING,& PAYLOAD:

TPA - 25 - 400,000 IN. LBS.

ESTIMATED STATIC WEIGHTBASED ON A 12 FT PEDESTAL.

TPA-25 - 6500 LBS.


1.) DRILL A HOLE PERPENDICULAR TO THEWORK SURFACE WITH A DIAMETER EQUAL TOTHE ANCHOR DIAMETER. DRILL THE HOLE TOA DEPTH EXCEEDING MINIMUM EMBEDMENT(5.00" FOR 1"-8 ANCHOR). TO ENSURE FULL HOLDING POWER. IT IS ACCEPTABLE TO DRILL FULLY THROUGH THE CONCRETE TO ALLOW THE BOLTS TO BE LATER DRIVEN INTO THE EARTH SHOULD THE MACHINE BE MOVED IN THE FUTURE. DO NOT REAM THE HOLE OR ALLOW THE DRILL TO WOBBLE.

2.) CLEAN THE HOLE USING COMPRESSEDAIR AND A NYLON BRUSH. A CLEAN HOLE IS NECESSARY FOR PROPER PERFORMANCE.

3.) ASSEMBLE A WASHER BETWEEN PEDESTALSCREW JACK AND FLOOR.

4.) ASSEMBLE THE NUT ON THE ANCHOR SO THE NUT RESTS FLUSH TO JUST ABOVE THE TOP OF THEANCHOR. PLACE ANCHOR IN HOLE. STRIKESHARPLY WITH HAMMER TO DRIVE DOWN.FRICTION-FIT ANCHOR DESIGN MAY REQUIREMORE FORCE THAN OTHER ANCHORDESIGNS.


6.) NOTE: THE DEEPER THE HOLE IS DRILLED, THEGREATER THE PULL OUT FORCE BECOMES.ANCHOR EMBEDMENT DEPTH NOT TO EXCEED1 1/2 TIMES THE ANCHOR BOLT DIAMETER FROMTHE OPPOSING FACE OF CONCRETE SLAB.


1 8 P000302 CONCRETE ANCH.BOLT,NUT&WASH.1" x 92 15 P000268 HLOCK 1.000PL3 8 7822105 LEVELING JACK, TPA 10 & 15 - 2.0-12 X 2.250 X

1.188 ID4 8 7827002 NUT - 2.0-12, JAM TYPE, LEVELING JACK5 8 P000269 USS 1 1/8PL

ANGLE .5 DEG

TOLERANCESUNSPECIFIED

.XXX .030

.XX .050

DEBURR ALLSHARP EDGES

MFG ROUTING

LAURENS, IOWA 50554

JAC

PEDESTAL MTG. - TPA-25/AJB-300

CODE:CLASS 501 DWG.

NO.:

SCALE:SIZE:DWG B

FOR:

1:10

REV:

9FEB2005DATE:BY:DRAWN

FROM SAID DESIGNS, SKETCHES OR DRAWINGS WITHOUT THE WRITTEN CONSENT OFLETTING, OR ALLOWING TO BE LET, THE KNOWLEDGE FOR DESIGN AND/OR FABRICATIONALL DESIGNS, SKETCHES AND DRAWINGS ARE THE PROPERTY OF POSITECH CORPORATION.


200504001

ajb - ajb-300 options - positech.com · ajb rev: articulated jib-boom 1:32 30/aug/2018 kwo sht: 1...

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