SHEAR DOWELS JSD+ - 40 Pages

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Catalogue excerpts

Shear dowel JSD + For reliable transfer of shear forces between concrete elements Shear force transfer at the highest level

 Open the catalogue to page 1

Warsaw London Kiev Paris H-Bau Technik Bucharest Rome Madrid H-BAU TECHNIK GMBH Am Güterbahnhof 20 Germany - 79771 Klettgau Phone +49 (0) 77 42 | 92 15-20 Telefax +49 (0) 77 42 | 92 15-90 info.klettgau@h-bau.de www.h-bau.de www.jp-bautechnik.de PRODUCTION AND DELIVERY NORTH-EAST Brandenburger Allee 30 Germany - 14641 Nauen OT Wachow Phone +49 (0) 3 32 39 | 7 75-20 Telefax +49 (0) 3 32 39 | 7 75-90 info.berlin@h-bau.de

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Shear dowel JSD+ for the reliable transfer of shear forces between concrete elements Shear dowel JSD+_ Overview construction and dimensions 4 - 5 Types (calculation values, on-site reinforcement) 6-19 Proof of steel reinforcement bearing capacity 20 Proof of concrete edge chamfer 21-22 Proof of punching shear 23 Shear force transfer at the highest level

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Shear dowel JSD + General Shear dowel JSD+ high shear force transfer in construction element joints The product By using the shear dowel JSD+ high shear forces are transferred through construction element joints into reinforced concrete construction with the possibility of uniaxial or biaxial displacement. As the shear dowel is made from stainless steel, a high-quality and permanent resistance to corrosion is guaranteed. Joint constructions having fire protection F90 can be achieved without difficulty with the aid of a fire protection sleeve. Features high shear force transfer high operating efficiency...

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Connection situations Wall to slab connection Slab to column connection Slab to slab connection Joist to column connection Wall to wall connection Wall to wall (face – side) connection Shear force transfer at the highest level

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Shear dowel JSD + Construction & dimensions Construction & dimensions JSD+ Side view Plan view Expansion joint JSD+ type Diameter stirrup Stirrup length Stirrup height Stirrup spacing Element height Element width Front plate height Front plate width Sleeve length Element length Diameter stirrup Stirrup length Stirrup spacing Element width Front plate height Front plate width Element length Dowel length Diameter dowel

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Shear dowel JSDQ + Construction & dimensions Construction & dimensions JSDQ+ Side view Plan view Expansion joint JSDQ+ type Element length Diameter stirrup Stirrup length Stirrup height Stirrup spacing Element height Element width Front plate height Front plate width Sleeve length Element length Diameter stirrup Sleeve Dowel length Diameter dowel Stirrup length Stirrup spacing Element width Front plate height Front plate width Shear force transfer at the highest level

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Shear dowel JSD + 20 Technical data Dimensional values for concrete and steel bearing capacity Steel bearing capacity VRd,S [kN] Concrete bearing capacity VRd,C [kN] taking into account friction forces taking into account on-site reinforcement Values für concrete cover cv 30 mm Minimum geometry Minimum dimensions in mm Element thickness hmin Wall thickness wmin Beam width bmin Dowel spacing horizontal eh,min Dowel spacing vertical ev,min Wall eh,min Figure: Minimum geometry for alignment of the JSD+ and JSDQ+ shear dowels

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Technical data Conditions for dimensioning table Element thickness h [mm] * in each case on top and bottom anchor with lb,net anchor with lb,net anchor with lb,net Figure: JSD+ and JSDQ+ shear dowel on-site reinforcement Note In the event of deviation from the above-listed boundary conditions, the static proofs must be logged! In this regard see pages 20 ff. Shear force transfer at the highest level

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Shear dowel JSD + 22 Technical data Dimensional values for concrete and steel bearing capacity Steel bearing capacity VRd,S [kN] Concrete bearing capacity VRd,C [kN] taking into account friction forces taking into account on-site reinforcement Values für concrete cover cv 30 mm Minimum geometry Minimum dimensions in mm Element thickness hmin Wall thickness wmin Beam width bmin Dowel spacing horizontal eh,min Dowel spacing vertical ev,min Wall eh,min Figure: Minimum geometry for alignment of the JSD+ and JSDQ+ shear dowels

 Open the catalogue to page 10

Technical data Conditions for dimensioning table Element thickness h [mm] On-site reinforcement * in each case on top and bottom anchor with lb,net anchor with lb,net anchor with lb,net Figure: JSD+ and JSDQ+ shear dowel on-site reinforcement Note In the event of deviation from the above-listed boundary conditions, the static proofs must be logged! In this regard see pages 20 ff. Shear force transfer at the highest level

 Open the catalogue to page 11

Shear dowel JSD + 24 Technical data Dimensional values for concrete and steel bearing capacity Steel bearing capacity VRd,S [kN] Concrete bearing capacity VRd,C [kN] taking into account friction forces taking into account on-site reinforcement Values für concrete cover cv 30 mm Minimum geometry Minimum dimensions in mm Element thickness hmin Wall thickness wmin Beam width bmin Dowel spacing horizontal eh,min Dowel spacing vertical ev,min Wall eh,min Figure: Minimum geometry for alignment of the JSD+ and JSDQ+ shear dowels

 Open the catalogue to page 12

Technical data Conditions for dimensioning table Element thickness h [mm] * in each case on top and bottom anchor with lb,net anchor with lb,net anchor with lb,net Figure: JSD+ and JSDQ+ shear dowel on-site reinforcement Note In the event of deviation from the above-listed boundary conditions, the static proofs must be logged! In this regard see pages 20 ff. Shear force transfer at the highest level

 Open the catalogue to page 13

Shear dowel JSD + 27 Technical data Dimensional values for concrete and steel bearing capacity Steel bearing capacity VRd,S [kN] Concrete bearing capacity VRd,C [kN] taking into account friction forces taking into account on-site reinforcement Values für concrete cover cv 30 mm Minimum geometry Minimum dimensions in mm Element thickness hmin Wall thickness wmin Beam width bmin Dowel spacing horizontal eh,min Dowel spacing vertical ev,min Wall eh,min Figure: Minimum geometry for alignment of the JSD+ and JSDQ+ shear dowels

 Open the catalogue to page 14

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