PANTEX Lattice Girders
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1 PANTEX Lattice Girders
2 2
3 Contents Introduction... 3 Fields of Application... 4 Main Advantages... 4 System Description... 4 System Components... 5 Specifications... 5 Accessories... 6 Further References... 6 Introduction PANTEX Lattice Girders have been developed for special demands in the field of Tunneling. The PANTEX system has been extensively tested and used successfully for numerous tunnel projects throughout the world. PANTEX Lattice Girders ensure an immediate support in the open span area. Contrary to standard solid-web girders, PANTEX Lattice Girders are entirely integrated in the shotcrete lining; porous zones and shotcrete spray shadows are avoided. The load-bearing capacity of PANTEX Lattice Girders has been investigated with various loading tests and by numerical analysis. Flexibility regarding geometry and bearing capacity characterizes this passive support system for underground applications. 3
4 x S 2 e S 1 Fields of Application H H 1 Passive support system for the excavated cross section Profile template for the excavation geometry Bearing for pre-support elements Bar S2 B y S 3 Stiffener (spider) Main Advantages Immediate support in the excavation area Bar S3 Utilization as a true-to-form template for shotcrete application Easy and quick assembling, simple handling Optimum bond and interconnection with the shotcrete lining Simple adjustment and shaping to the excavation geometry Ideal bearing for spiles and lagging boards Spiles may be installed both above or through the lattice girders System Description Load-bearing elements according to the particular demands in Tunneling Spatial 3 or 4 bar girder construction, connected via stiffening elements 3-bar girder: single bar either at the excavation or ground side, depending on the application 4-bar girder: application as wallplate beam or stiff cross girder Reduction of girder buckling lengths by stiffeners Assembly of the full girder profile by connecting single girder elements Load transmission even before shotcrete application Integral part of the shotcrete lining reinforcement Proven bond according to the design principles of reinforced concrete 4
5 System Components Girder Bars 3-bar girders: bars 4-bar girders: bars Smooth or ribbed reinforcing steel B 500 B (DIN 488-1) or B 550 B (ÖNORM B 4707) High strength and great deformability Stiffeners Smooth or ribbed reinforcing steel Steel grade B 500 B or higher 4 bar stiffeners in one part ensure optimum bearing capacity Connections Angle or alternative flat steel connection plates Steel grade S 235 (EN ) or higher Bolts: standard grade 8.8 (EN ISO 898-1) Slotted bolt or customized connections available on request Base plates: standard or elephant foot version Special connections available on request x S 2 e S 1 H H 1 S 3 y Specifications 3-bar girder Gurtstab S2 B Aussteifungselement (Spinne) No. Designation 1) H1 S1 S2 S3 Weight 2) H B A W 3) x I x Article No. 4) [#] [PS1-S3-S2] [mm] [mm] [mm] [mm] [kg/m] [mm] [mm] [cm²] [cm³] [cm 4 ] [ ] 1 P XXXX 2 P XXXX 3 P XXXX P XXXX 5 P XXXX 6 P XXXX 7 P XXXX 8 P XXXX 9 P XXXX P XXXX 11 P XXXX 12 P XXXX 13 P XXXX 14 P XXXX 15 P XXXX P XXXX 17 P XXXX 18 P XXXX 19 P XXXX 20 P XXXX 21 P XXXX P XXXX 23 P , XXXX 24 P , XXXX 25 P XXXX 26 P XXXX 27 P XXXX P , XXXX 29 P , XXXX 30 P , XXXX 1) Designation: PH1-S3-S2, e.g. P ; 2) Weight including stiffeners (average values) 3) Quotient moment of inertia and maximum distance from the neutral axis to the outer fiber ; 4) XXXX project-specific designation Gurtstab S3 5
6 H H1 4-bar girder No. Designation 1) H1 S1 S2 Weight 2) H B A W 4) x W 4) y Article No. 3) [#] [PH1-S2] [mm] [mm] [mm] [kg/m] [mm] [mm] [cm²] [cm 3 ] [cm 3 ] [ ] 1 P XXXX 2 P XXXX P XXXX 4 P XXXX 5 P XXXX 6 P XXXX P XXXX 8 P XXXX 9 P XXXX 10 P , XXXX P XXXX 12 P XXXX 13 P XXXX 14 P XXXX P XXXX 16 P XXXX 17 P XXXX 18 P XXXX P XXXX 20 P XXXX Gurtstab S2 B y S1 x Ausste 1) Designation: PH1-S2, e.g. P ) Weight including stiffeners (average values) 3) XXXX project-specific designation 4) Quotient moment of inertia and maximum distance between outer fiber and neutral axis Accessories Angle connection plates and base plates Gurtstab S2 Wallplate beams Type Angle Connections Foot Plates Designation Angle steel (B x L x t) 1) Cut length G 2) Size (B x L x t) G [PH1] [mm] [mm] [kg] [mm] [kg] P x 100 x P x 140 x P x 180 x x 120 x P x 220 x P x 220 x ) Cut with 60 miter, weight: 15 [kg/m] 2) Weight per single angle - angle connections consists of 4 angle plates Further References Ongoing internal factory production control External supervision of the manufacturing process Certificate of conformity No /1, MPA NRW (Germany), dating , for the building product DSI lattice girders type PANTEX / 3 bars DSI Austria, Alfred-Wagner-Straße 1, A-4061 Pasching/Linz Phone: office@dywidag-systems.at Numerical analysis of the static loadbearing capacity and bending test reports available on request Weise mißbräuchlich verwendet werden. Allowable tightening torques and I:\50_CAD\1410\ idw mounting pre-load for set metrical set screws: see VDI guideline No. 2230, sheet 1 Gegenstand der Unterlage / Zeichnung ist unser geistiges Eigentum. Diese Zeichnung darf ohne unsere vorherige schriftliche Zustimmung weder vervielfältigt noch Dritten zu Kenntnis gebracht werden. Sie darf auch nicht in anderer (Urheberschutzgesetz v ) 4-bar girders can be used as wallplate beams for crown drives Installation of 90 axial rotated 4-bar girders in the longitudinal direction Wallplate beams serve as bearing and profile template for installation of the girder arch Bend-proof frontal connection allows free crown advancing At the same time, wallplate beams are considered as statically effective reinforcement for the foot beam Bearb: Gepr: Norm Gruppe Datum Name DDl WDk Ersatz für: 6
7 7
8 EMEA DYWIDAG-Systems International GmbH Alfred-Wagner-Strasse Pasching/Linz, Austria Phone Fax alwag@dywidag-systems.at North America DSI Underground Systems Inc S Prosperity Road West Jordan, UT 84081, USA Phone Fax dsiunderground@dsiunderground.com South America DSI Chile Industrial Ltda. Las Encinas #1387, Valle Grande Lampa, Santiago de Chile, Chile Phone Fax informaciones@dywidag-systems.cl APAC/ASEAN DYWIDAG-Systems International Pty. Ltd. 25 Pacific Highway Bennetts Green, NSW 2290, Australia Phone Fax dsi@dywidag.com.au Please note: This brochure serves basic information purposes only. Technical data and information provided herein shall be considered non-binding and may be subject to change without notice. We do not assume any liability for losses or damages attributed to the use of this technical data and any improper use of our products. Should you require further information on particular products, please do not hesitate to contact us. ALWAG (AM 952/79), AT (AM 6138/2003), AT-SYSTEM (AM 6139/2003), DYWI ( ), LSC (AM 4326/2008), OMEGA-BOLT ( ), POWER SET (AM 6163/2002), and TUBESPILE (AM 4328/2008) are registered trademarks of DYWIDAG-Systems International GmbH. Combi Coat and CT-Bolt are trademarks of Vik Ørsta AS. DYWIDAG-Systems International GmbH is a partner of Vik Ørsta AS. Austria Argentina Australia belgium Bosnia and herzegovina Brazil Canada Chile Colombia Costa Rica Croatia Czech republic Denmark Egypt estonia Finland France Germany Greece GUATEMALA HONDURAS Hong Kong Indonesia Italy Japan Korea Lebanon Luxembourg Malaysia Mexico Netherlands Norway Oman Panama Paraguay Peru POLAND Portugal Qatar Saudi Arabia singapore South Africa Spain Sweden Switzerland Taiwan Thailand Turkey United Arab Emirates United kingdom Uruguay USA Venezuela /04.13-web-he
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