MODULARPIPE RACK
07 / 12 / 2012
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
4
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
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
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
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
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
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
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
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
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
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
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
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
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.
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.
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
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.
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
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
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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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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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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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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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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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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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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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.
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.
Phone: 510-264-9111 x 115 Fax: 510-264-1181ConXtech, Inc. 24493 Clawiter Road, Hayward, CA 94545
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Copyright © 2000-2012 ConXtech, Inc. All rights reserved.
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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.