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MODULAR PIPE RACK 07 / 12 / 2012

Moduler Pipe Rack

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Page 1: Moduler Pipe Rack

MODULARPIPE RACK

07 / 12 / 2012

Page 2: Moduler Pipe Rack

2 Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

6

5

9

12

10

7

3

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8

1

2

Modular Pipe Rack 2 Level ( 20’ X 20’ Grid )

1. W12 x 30 / W12 x 40 BMM Beam2. W12 x 30 BGG Beam3. HSS 8 x 8 x 5/8” Column4. Modular Footings or Piles5. Added Upper Level with Moment Connection6. Added Upper Level with Gravity Connection7. Cantilever8. Cantilever T9. T-Support10. Anchor Support Beam11. Pipe Support Beam12. Equipment Platform

20’ TYP.

11

Page 3: Moduler Pipe Rack

3Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Safety - Built into Every ConnectionGravity stabilized “Lower & Lock™” connections bring immediate stability to structure without adding additional bolts.

CONX MOMENT CONNECTION

CONX GRAVITY CONNECTION

Double web angles with pre-installed bottom bolt safely captures end of connecting beam

CONX GRAVITY CONNECTION

Beam to Beam Beam to Column

Page 4: Moduler Pipe Rack

4 Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Modular Pipe Rack 2 Level-Pinned Base (20’ X 20’ Grid)

MOMENT CONNECTION

HSS 8X8X5/8

MOMENT CONNECTION

20’

LIMITATIONS

Wind = 85 MPHSeismic: Cs ≤ 0.32ConXR Connection Moment Capacity = 1,870 k-inConXR Connection Shear Capacity = 134 kipsPipe Rack Longitudinal Span = 20’Moment Beams @ 15’ Height Supporting Pipes @ 40 psf.Moment Beams @ 21’ Height Supporting Cable Tray @ 20 psf.Response Modi�cation Coef�cent R = 3.5 (Ordinary MF)Overstrength Factor Ω0 = 3.0De�ection Ampli�cation Factor Cd = 3.0 (OMF)Importance Factor I = 1.25Soil Site Class = D

PIPE RACK CABLE TRAYS

20’

PINNED

15’

6’

PIPE RACK CABLE TRAY

Page 5: Moduler Pipe Rack

5Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Modular Pipe Rack 2 Level-Fixed Base (20’ X 20’ Grid)

MOMENT CONNECTION

HSS 8X8X5/8

MOMENT CONNECTION

20’

LIMITATIONS

Wind = 150 MPHSeismic: Cs ≤ 0.43ConXR Connection Moment Capacity = 1,870 k-inConXR Connection Shear Capacity = 134 kipsPipe Rack Longitudinal Span = 20’Moment Beams @ 15’ Height Supporting Pipes @ 40 psf.Moment Beams @ 21’ Height Supporting Cable Tray @ 20 psf.Response Modi�cation Coef�cent R = 3.5 (Ordinary MF)Overstrength Factor Ω0 = 3.0De�ection Ampli�cation Factor Cd = 3.0 (OMF)Importance Factor I = 1.25Soil Site Class = D

PIPE RACK CABLE TRAYS

20’

FIXED

15’

6’

PIPE RACK CABLE TRAY

Page 6: Moduler Pipe Rack

6 Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Modular Pipe Rack 3 Level-Pinned Base (20’ X 20’ Grid)

LIMITATIONS

Wind = 150 MPHSeismic: Cs ≤ 0.43ConXR Connection Moment Capacity = 1,870 k-inConXR Connection Shear Capacity = 134 kipsPipe Rack Longitudinal Span = 20’Moment Beams @ 15’ Height Supporting Pipes @ 40 psf.Moment Beams @ 21’ Height Supporting Cable Tray @ 20 psf.Response Modi�cation Coef�cent R = 3.5 (Ordinary MF)Overstrength Factor Ω0 = 3.0De�ection Ampli�cation Factor Cd = 3.0 (OMF)Importance Factor I = 1.25Soil Site Class = D

PIPE RACK CABLE TRAYS

20’

PINNED

15’

6’

6’

MOMENT CONNECTION

MOMENT CONNECTION

BOX 8X8X1.0

GRAVITY CONNECTION

20’

PIPE RACK CABLE TRAY

Page 7: Moduler Pipe Rack

7Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Modular Pipe Rack 3 Level-Fixed Base (20’ X 20’ Grid)

LIMITATIONS

Wind = 150 MPHSeismic: Cs ≤ 0.35ConXR Connection Moment Capacity = 1,870 k-inConXR Connection Shear Capacity = 134 kipsPipe Rack Longitudinal Span = 20’Moment Beams @ 15’ Height Supporting Pipes @ 40 psf.Moment Beams @ 21’ Height Supporting Cable Tray @ 20 psf.Response Modi�cation Coef�cent R = 3.5 (Ordinary MF)Overstrength Factor Ω0 = 3.0De�ection Ampli�cation Factor Cd = 3.0 (OMF)Importance Factor I = 1.25Soil Site Class = D

PIPE RACK CABLE TRAYS

20’

FIXED

15’

6’

6’

MOMENT CONNECTION

MOMENT CONNECTION

BOX 8X8X1.0

GRAVITY CONNECTION

20’

PIPE RACK CABLE TRAY

Page 8: Moduler Pipe Rack

8 Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Modular Pipe Rack 4 Level-Fixed Base (20’ X 20’ Grid)

PIPE RACK CABLE TRAYS

20’

FIXED

15’

6’

6’

6’

MOMENT CONNECTION

MOMENT CONNECTION

HSS 8X8X5/8

GRAVITY CONNECTION

GRAVITY CONNECTION

LIMITATIONS

Wind = 110 MPHSeismic: Cs ≤ 0.27ConXR Connection Moment Capacity = 1,870 k-inConXR Connection Shear Capacity = 134 kipsPipe Rack Longitudinal Span = 20’Moment Beams @ 15’ Height Supporting Pipes @ 40 psf.Gravity Beams @ 21’ Height Supporting Pipes @ 40 psf.Moment Beams @ 27’ Height Supporting Cable Tray @ 20 psf.Gravity Beams @ 33’ Height Supporting Cable Tray @ 20 psf.Response Modi�cation Coef�cent R = 3.5 (Ordinary MF)Overstrength Factor Ω0 = 3.0De�ection Ampli�cation Factor Cd = 3.0 (OMF)Importance Factor I = 1.25Soil Site Class = D

20’

PIPE RACK CABLE TRAY

Page 9: Moduler Pipe Rack

9Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

1. Footings completedin advance of Erection

2. Assemble Rack without Upper Level Transverse Beams

3. Deliver & Install Lower Level Pipes

4. Install Upper Level Transverse Beams

5. Deliver & Install Upper Level Pipes & Cable Tray

6. Add Variable Height “T” Postfor Sloped Lines if required

Assembly Overview

Page 10: Moduler Pipe Rack

10Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

1Footings completed in advanced of Erection

Assembly Sequence

Page 11: Moduler Pipe Rack

11Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

3Deliver & Install Lower Level Pipe Spools

2Assemble Rack without Upper Level Transverse Beams

Page 12: Moduler Pipe Rack

12Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

5Deliver & Install Upper Level Pipe Spools & Cable Tray

4Install Upper Level Transverse Beams

Page 13: Moduler Pipe Rack

13Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

6Add Variable Height “T” Post for Sloped Lines if required

Page 14: Moduler Pipe Rack

14Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

SmartPlant3D

PDMS

ConX Modular Pipe Rack Digital Design Workflow in a 3D modeling environment

A predictable ConX Modular Pipe Rack steel frame (Digital Chassis) is quickly configured at the earliest design phases of the project. The ConX steel frame can be initially modeled in plant design software like PDMS and SmartPlant 3D or ConXtech can rapidly define the ConX frame in the steel design and detailing software Tekla Structures. In either workflow, the 3D model can be electronically exchanged using industry standard file formats such as SDNF (Steel Detailing Neutral File) and CIS2 (CIM Steel).

As the piping design progresses, there may be a change in the number of pipe support and anchor load support beams required on the structure. Using Navisworks, ConXtech and the piping designers store saved locations and redline changes directly in the 3D model. Clashes can also be automatically found and then resolved between the piping and structural steel.

Page 15: Moduler Pipe Rack

15Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

ConX Modular Pipe Rack Digital Design Workflow in a 3D modeling environment

The digital ConX Modular Pipe Rack in Tekla Structures includes an “as built” level of detail all the way down to every nut and bolt that will be used in the field. By having this high level of detail, ConXtech electronically extracts all of the Bill of Materials, shop, and erection drawings directly from the 3D model. This rapid extraction of data from a single database helps compress the project schedule and increase the volume of manufacturing production that can be processed. ConXtech also automatically extracts CNC information that drives cut and drill machines in the shop to help insure fabrication quality and field fit-up.

The 3D model contains all of the profile, weight, piece mark, as well as grid and top of steel information. This allows ConXtech’s field superintendents and project managers to easily plan shipping truck loads and the erection sequence of steel by simply picking the pieces in the 3D model. Isometric erection drawings and sorted erection order reports are then automatically generated from the 3D model.

Page 16: Moduler Pipe Rack

16Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Positive Impact on Every Aspect of a Project

Page 17: Moduler Pipe Rack

17Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Page 18: Moduler Pipe Rack

18Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Pipe Rack Accessories

Page 19: Moduler Pipe Rack

19Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Double T Pipe Shoe with Guide Attachment

Double T Pipe Shoe with Anchor Attachment

Anchor Support Beam

Pipe Support Gravity Beam

Moment Beam

Column

PART LIST NOMENCLATUREMODULAR PIPE RACK

Single T Pipe Shoe (10” Under) T Support Assembly

Page 20: Moduler Pipe Rack

20Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

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Page 21: Moduler Pipe Rack

21Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

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Page 22: Moduler Pipe Rack

22Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

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Page 23: Moduler Pipe Rack

23Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

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Page 24: Moduler Pipe Rack

24Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

4

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Page 25: Moduler Pipe Rack

25Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

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Page 26: Moduler Pipe Rack

26Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

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Page 27: Moduler Pipe Rack

27Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Page 28: Moduler Pipe Rack

28Modular Pipe Rack

Copyright © 2000-2012 ConXtech, Inc. All rights reserved. Regarding information presented on this page, please refer to the patent notice which appears on the back cover of this document.

Page 29: Moduler Pipe Rack

Phone: 510-264-9111 x 115 Fax: 510-264-1181ConXtech, Inc. 24493 Clawiter Road, Hayward, CA 94545

Additional information is available on our website at www.conxtech.com

Copyright © 2000-2012 ConXtech, Inc. All rights reserved.

Printed on Recycled Paper

Structures, methodologies, concepts, descriptions thereof, trademarks, logos of ConXtech® shown, illustrated and described in this document are covered by various forms of intellectual property protections considered by ConXtech to be of great value. These protections include, but are not limited to, copyrights, and the following U.S. and Foreign Patents which variously cover ConXtech’s ConX® structures and methodologies:

US and Foreign Patents: U.S. P.N. 6,837,016; U.S. P.N. 7,021,020; U.S. P.N. 7,837,084; Australia P.N. 2001288615; Canada P.N. 2,458,706; China P.N. ZL 01 8 23730.4; Japan P.N. 4165648; Mexico P.N. 262,499; U.S. P.N. 6,802,169 B2; U.S. P.N. 8,161,707; Australia P.N. 2002244318; Brazil P.N. PIO209851-20; Canada P.N. 2479217; China P.N. ZL 2008 1 0110625.8; Mexico P.N. 282571; U.S. P.N. 7,051,917; Australia P.N. 2004319371; Canada P.N. 2,564,195; China P.N. ZL 2004 8 0042862.5; Hong Kong P.N. 1102268 Japan; P.N. 4427080; Mexico P.N. 275284; U.S. P.N. 7,127,863; U.S. P.N. 7,530,205; U.S. P.N. 7,146,770; U.S. P.N. 7,131,240; U.S. P.N. 7,503,151; U.S. P.N. 7,621,099; U.S. P.N. 7,716,820; U.S. P.N. 8,205,312; China P.N. ZL2004 8 0026485.6; EPO P.N. 1668197 (FR); EPO P.N. 1668197 (DE); EPO P.N. 1668197 (IE); EPO P.N. 1668197 (IT); EPO P.N. 1668197 (NL); EPO P.N. 1668197 (ES); EPO P.N. 1668197 (SE); EPO P.N. 1668197 (GB); Turkey P.N. TR 2009 0820 T4; India P.N. 219,425; U.S. P.N. 7,527,466; U.S. P.N. 7,040,069; U.S. P.N. 7,621,088; U.S. P.N. 7,441,692; Australia P.N. 2005283131; Canada P.N. 2,578,959; China P.N. ZL 2005 8 0030159.7; Japan P.N. 4,482,586; Mexico P.N. 270,862; U.S. P.N. 7,051,918; U.S. P.N. 7,802,406; Canada P.N. 2,153,038; US P.N. 8,011,150; U.S. P.N. 7,837,084; U.S. P.N. 7,941,985; Australia P.N. 2008260527; Canada P.N. 2,685,181. Other U.S. and Foreign Patent Protection Pending.