Rundflex Poster

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<p>TipsWith the patented, self-cleaning hexagonal threads, any radius from 1.00 m upwards can be set.</p> <p>for ensuring smooth construction progress</p> <p> Spray formwork on all sides with PERI Bio Clean before every use. Spray back of formwork with water immediately after concreting. This reduces the amount of cleaning work. When forming, always begin at an interuption in the course of the wall. Take account of the wall thickness as it is one of the factors deciding whether the compensation timber is to be inserted into the outside or inside panel. (see Table)</p> <p>RUNDFLEXThe modular construction system for radii from 1.0 m upwardsRUNDFLEX panelsPermissible fresh concrete pressure 60 kN/m Pre-assembled and complete with Fin-ply formlining (coated) Width Height 0.60 mPanel complete with Crane Eye 24 (2x)442 620</p> <p> Only use as many ties as are necessary. Always seal unused tie holes with plugs 20/24, Item No. 030300. Note: RUNDFLEX panels must be positioned opposite each other in the panel axis.Without exception, all current safety regulations must be observed in those countries where our products are used.</p> <p>Outside 250 / Inside 240Radii 4.00 m Formlining 21 mm Panel A 250 x 60 Item No.: 021800 Weight kg.: 131.0 Panel I 240 x 60 Item No.: 021810 Weight kg.: 127 .0 Panel A 250 x 120 Item No.: 021820 Weight kg.: 181.0 Panel I 240 x 120 Item No.: 021830 Weight kg.: 173.0</p> <p>Outside 128 / Inside 123Radii 2.50 m Formlining 18 mm Panel A 128 x 60 Item No.: 021900 Weight kg.: 74.5 Panel I 123 x 60 Item No.: 021910 Weight kg.: 73.1 Panel A 128 x 120 Item No.: 021920 Weight kg.: 102.0 Panel I 123 x 120 Item No.: 021930 Weight kg.: 97 .1</p> <p>Outside 85 / Inside 72Radii 1.00 m Formlining 2 x 9 mm</p> <p>Single-sided forminge.g. with brace frame SB-B for concreting heights up to 3.60 m. (Additional information is available in the PERI Tables as well as the Brace Frame SB brochure) Distribution waler SB-B Brace Frame</p> <p>50</p> <p>A 2500 I 2400</p> <p>47</p> <p>A 1280 I 1232</p> <p>1.20 m 1 waler</p> <p>296 27 460</p> <p>25 1218</p> <p>A 2500 I 2400</p> <p>A 1280 I 1232</p> <p>1.20 m 2 waler</p> <p>25</p> <p>296</p> <p>1218</p> <p>Panel A 250 x 120 2R Item No.: 102856 Weight kg.: 241.0 Panel I 240 x 120 2R Item No.: 102855 Weight kg.: 227 .0</p> <p>Panel A 128 x 120 2R Item No.: 102854 Weight kg.: 134.0 Panel I 123 x 120 2R Item No.: 102853 Weight kg.: 126.0</p> <p>Panel A 85 x 120 Item No.: 020820 Weight kg.: 96.3 Panel I 72 x 120 Item No.: 020830 Weight kg.: 76.031 33</p> <p>27</p> <p>460</p> <p>A 2500 I 2400</p> <p>A 1280 I 1232</p> <p>A 850 I 722</p> <p>2.40 m</p> <p>25</p> <p>Panel A 250 x 240 Item No.: 021840 Weight kg.: 358.0 Panel I 240 x 240 Item No.: 021850 Weight kg.: 343.0</p> <p>Panel A 128 x 240 Item No.: 021940 Weight kg.: 200.0 Panel I 123 x 240 Item No.: 021950 Weight kg.: 190.0</p> <p>Panel A 85 x 240 Item No.: 020840 Weight kg.: 142.0 Panel I 72 x 240 Item No.: 020850 Weight kg.: 118.0</p> <p>460</p> <p>1184</p> <p>2402</p> <p>min. R</p> <p>= 1.00</p> <p>m</p> <p>A 2500 I 2400</p> <p>27</p> <p>A 850 A 1280 I 1232 I 722</p> <p>3.00 m</p> <p>Panel A 250 x 300 Item No.: 021400 Weight kg.: 432.0 Panel I 240 x 300 Item No.: 021410 Weight kg.: 416,01776 2994</p> <p>Panel A 128 x 300 Item No.: 021420 Weight kg.: 248.0 Panel I 123 x 300 Item No.: 021430 Weight kg.: 239.0</p> <p>Panel A 85 x 300 Item No.: 020860 Weight kg.: 180.0 Panel I 72 x 300 Item No.: 020870 Weight kg.: 155.0</p> <p>The RUNDFLEX panels are connected to the SB-A0, A, B or C brace frames with the waler connector, Item No. 025760 and K-wedge, Item No. 024250.</p> <p>25</p> <p>Anchoring without distribution waler460 A 2500 I 2400 27 A 850 A 1280 I 1232 I 722</p> <p>3.60 m</p> <p>Panel A 250 x 360 Item No.: 021880 Weight kg.: 533.0 Panel I 240 x 360 Item No.: 021890 Weight kg.: 510.03586</p> <p>Panel A 128 x 360 Item No.: 021960 Weight kg.: 298.0 Panel I 123 x 360 Item No.: 021970 Weight kg.: 283.0</p> <p>Panel A 85 x 360 Item No.: 020880 Weight kg.: 211.0 Panel I 72 x 360 Item No.: 020890 Weight kg.: 176.0</p> <p>Anchoring with distribution waler for large and half-sized panelsFormwork panel thickness approx. 50 cm (Number of ties approx. 1.5 to 1.9 m wall/tie) Note: For anchoring purposes, the DW 15 wingnut pivot plate must always be used. Straight section of wall with TRIO The TRIO edge prole on the RUNDFLEX panel makes this possible.</p> <p>Formwork panel thickness approx. 37 cm Used when conned working conditions do not allow a larger panel thickness with the distribution waler. (Tie proportion approx. 0.75 to 0.95 m wall/tie)</p> <p>460</p> <p>1184</p> <p>1184</p> <p>25</p> <p>A 850 27 A 2500 I 2400 A 1280 I 1232 I 722</p> <p>Setting the radiiAlways work in pairs in order to achieve an even and uniform curvature quickly. Radii adjustment basically begins with the spindles in the middle of the panel and then work outwards in a uniform sequence. Install the adjustable spindles with the yellow chromated parts always facing the same direction. Advantage: faster adjusting procedure due to the same turning direction. The Adjustable Spindle 210, used for adjusting the edge proles, is also operated with the 24 mm combi ratchet spanner.</p> <p>Panel connectionsEnsure that the vertical centre lines of the inside and outside panels are positioned oposite each other before connecting them. Insert compensation walers up to a maximum 10 cm wide between the external and internal panels according to the tables. It may be necessary to cut compensation walers to a taper for smaller radii. Attach BFD alignment coupler and hammer in tightly.</p> <p>Height extensionsRUNDFLEX panels can be extended in 60 cm increments. The panels can be extended horizontally or vertically. One extension splice 24-2 is always tted to each girder joint. Assembly is carried out on the ground: position the panels. insert splices into the lattice of the girders.</p> <p>T-junctionsRUNDFLEX and TRIO can be combined to shutter T-junctions. With standard wall thicknesses, the 90 cm wide TRIO panel and two articulated or internal corners are used.</p> <p>Stopend formworkWith conventional stop ends. Important: Without distribution waler on the last 2 pairs of girders due to uneven load distribution. With TRIO stopend panel and centre piece with water bar.</p> <p>Stopend panel from the TRIO product range for continuous reinforcement and installation of water bars. Centre piece for wall thicknesses from 20 to 40 cm and concrete coverings of 25 or 50 mm.</p> <p>Adjustable Spindle 500 is only required on the joint between panels when moving panel units. When using the I 72 panel, the adjustable spindle 210 must be used on panel joints if the radius is smallet than 2.00 m, and a wall thickness of 25 cm (see Table: Compensation Timber Widths). Note: Always insert the adjustable spindles with the yellow chromated parts facing the same direction. The same turning direction guarantees a more efcient working procedure.</p> <p> tighten three-winged nuts by tapping with a hammer.</p> <p>Steel Waler SRZ 120 Item No.: 010030 Number in accordance with T-walers</p> <p>Note: When setting, always turn the spindle the same number of times. This ensures that the panels are adjusted accurately and evenly. If necessary, mark the position of the spindle with a dot of paint.</p> <p>Note: Extended RUNDFLEX panels may only be erected in one piece up to a height of 7 m. For larger wall heights, extensions must be carried out .80 vertically. If transported vertically, higher units can also be moved. Pay attention to the bearing capacity of the crane splice.</p> <p>b</p> <p>s</p> <p>Alignment Coupler BFD Item No.: 023500 Number in accordance with panel connections Formula for calculating s s = r (1-cos 2 ) b= 2r sin2</p> <p>Note: Dimension s is dependent on the radius. In the example shown with radius r = 10.30 m, s = 10 mm. Extensions are carried out with the extension splice 24-2 Item No.: 024480</p> <p>Wingnut Pivot Plate DW 15 Item No.: 030370 Hook Tie DW 15 Item No.: 023650 Stopend Panel Outer Piece AT Stopend Panel Centre Piece MT or MTF</p> <p>Lifting unitThe radius template is placed on the formwork girders to check that the curvature is as specied. Pre-cut radii templates are available from PERI. Insert adjustable spindles 500 into the T-walers and secure with cotter pins 5/1. 3.60 Number of alignment couplers required per panel joint Note: Only one BFD coupler is required for extensions with the 120 panel. With extended units, always attach one BFD alignment coupler to the panel joint. 2.40 4.80 4.201.20m 14.5 c</p> <p>Table: Compensation Timber WidthsRadius inside Ri [m] 2.50 2.60 2.70 2.80 2.90 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 5.20 5.40 5.60 5.80 6.00 6.20 6.40 6.60 6.80 7.00 7.20 7.40 7.60 7.80 8.00 8.20 8.40 8.60 8.80 9.00 9.20 9.40 9.60 9.80 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 A 250 outside I 240 inside Wall thickness d [m] A 128 outside I 123 inside Wall thickness d [m]BA 2</p> <p>60 cm height increments 7.80 Note: For extensions with the 3.00 m high panel, these must always be connected at the top otherwise the permissible fresh concrete pressure has to be reduced. Additional height combinations to those shown are possible. 5.403.00 2.40</p> <p>0.20 0.25 0.30 0.35 0.40 0.20 0.25 0.30 0.35 0.40 60 56 52 48 45 42 36 31 27 23 19 16 13 11 8 6 4 2 0 2 3 4 6 7 8 9 10 11 12 13 14 15 16 16 17 18 18 19 20 20 21 22 23 24 25 26 27 28 28 29 30 30 31 31 32 32 33 33 33 34 34 85 79 75 70 66 62 55 49 44 39 35 31 27 24 21 18 16 13 11 9 7 5 4 2 1 1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 18 19 20 21 22 23 24 25 26 26 27 28 28 29 29 30 30 31 31</p> <p>1.10 1.20</p> <p>Item No. 099540 They are normally cut for the rear side (girder) of the formwork. External formwork: = radius of concrete + 26.5 cm (GT 24 girder, 21 mm formlining, 4 mm betoplan)</p> <p>0.60</p> <p>Radius template Panel A 250, I 240, A 128, I 123</p> <p>7.20 6.60 6.003.60</p> <p>Follow Instructions for Use!</p> <p>Crane Splice 24 Item No.: 070760</p> <p>3.00</p> <p>BA = Compensation timber width on the outside panel [mm] BI = Compensation timber width on the inside panel [mm]</p> <p>Kranlasche 24 Art.-Nr. 070760Bedienungsanleitung</p> <p>Ausgabe 05/2007</p> <p>3.60 3.00</p> <p>Crane Splice 24: Instructions for Use</p> <p>Ra = radius of concrete + 26.5 cm Ri = radius of concrete - 26.5 cm 0.60</p> <p>1.20 2.40 1.803.60 3.60 3.60 3.60 3.60 3.60 0.60c 14.5</p> <p>2.40</p> <p>1.20 0.60</p> <p>Alignment Coupler BFD Item No. 023500 Internal formwork: = radius of concrete - 26.5 cm (GT 24 girder, 21 mm formlining, 4 mm betoplan)</p> <p>Forming concrete haunchesIf haunched formwork is required, the panel must rst be adjusted to the radius. Attention: Subsequent adjustment is not possible. Note: When concreting with haunch formwork, additional ties may be required as well as measures taken to prevent lifting.</p> <p>Push-Pull Props and Kicker Bracesare to be arranged as shown in the following drawing and table. The rst panel is always braced with 2 push-pull props. Subsequent push-pull props according to the table. Connections to the RUNDFLEX panel are carried out with the girder headpiece 24, xing to the slab with matching base plate and PERI anchor bolt MMS 20 x 130. Table for PERI push-pull props and kicker bracesFormwork height h [m] 3.0 max. width of inuence [m] Actual prop load FRS [kN] at max. prop spacing Actual kicker brace load FAV [kN] at max. prop spacing x= y= Distance of base plate [m] from rear edge of formwork *Top connection point [m] from top of formwork 4.0 Fig. 1 5.0 6.0 7 .0 1.58 9.8 2.3 2.9 2.0 8.0 1.42 9.6 2.6 3.5 2.0 x1 x2 y1 y2 9.0 1.93 FRS1 9.4 FRS2 9.5 2.6 4.3 2.6 1.5 4.5 Fig. 2 10.0 1.67 11.3 8.5 2.3 4.7 2.6 1.8 5.5 11.0 1.49 11.3 9.3 2.1 5.3 2.8 1.8 6.2 12.0 1.35 11.3 10.1 1.9 5.9 3.0 1.8 6.90.5 kN/m2</p> <p>Ready-to-use RUNDFLEX panel Complete with push-pull-props, kicker braces, crane splice 24 and concreting scaffold with guardrails.</p> <p>Radius template Panel A 85, I 72Item No. 098217 The cut is normally for the formlining side.</p> <p>3.53 2.73 2.19 1.82 9.7 2.1 1.2 1.0 9.7 2.3 1.6 1.2 9.8 2.2 2.0 1.5 9.8 2.2 2.4 1.8</p> <p>Fig. 20.8 kN/m2</p> <p>Ankerschraube PERI MMS 20 x130Art. Nr.: 103606 Zur Befestigung von Richtsttzen, Abspannungen bei SKYDECK Bhnen oder auskragenden Deckentischen ist die Ankerschraube MMS eine ideale Alternative zu bisher eingesetzten Befestigungssystemen. Die Vorteile im berblick mehrfach wiederverwendbar einfache Durchsteckmontage enorme Zeit- und Kostenersparnis keine Sprengwirkung des Dbels geprfte Sicherheit auch in niederfestem, nicht ausgehrtetem Beton.</p> <p>For xing the base plates. Anchor Bolt PERI MMS 20x130 Item No. 103606[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] 100 10 90 110 18 150 30 192 96 220 21Bruchlastmittein 2 Tage altem ungerissenem Beton bei erreichter Festigkeit w 10 N/mm2 Betonfestigkeit w 10 N/mm2 Beton ungerissenen</p> <p>h</p> <p>Fig. 1y</p> <p>*If neccessary, the distances must be adapted to the existing formwork system. A maximum force of 11.3 kN is to be transfered into the building at the base of the push-pull prop for the given width of inuence. Wind loads: h &lt; 8 m = 0.5 kN/m2 8 m &lt; h &lt; 20 m = 0.8 kN/m2</p> <p>h</p> <p>Technische Daten Ankerlnge Klemmstrke Verankerungstiefe Bohrtiefe Bohrer (Hammerbohrer DIN 8035) Max. Anzugsdrehmoment Schlsselweite Abstand Randabstand Mindestbauteildicke Durchgangsloch im zu befestigenden Teil L tfix hO dO SW a ar d db</p> <p>Fmax [kN]</p> <p>34,8</p> <p>hnom [mm]</p> <p>Sicherheitsbeiwert s = 4</p> <p>empf. FQ [kN] empf. FZ [kN]</p> <p>8,7 8,7</p> <p>MDmax [Nm]</p> <p>empfohlene Last in B25ungerissener Beton</p> <p>FAV</p> <p>60</p> <p>FAV</p> <p>Sicherheitsbeiwert s = 4</p> <p>empf. FQ [kN] empf. FZ [kN]</p> <p>13,7 13,7</p> <p>60</p> <p>60</p> <p>x</p> <p>x2 x1</p> <p>a a</p> <p>ar</p> <p>a</p> <p>r</p> <p>a atfix hnom SW 30</p> <p>PERI GmbH Postfach 12 64 89259 Weienhorn Tel.: 0 73 09 / 9 50 - 0 Fax: 0 73 09 / 9 51 - 0 info@peri.de www.peri.de</p> <p>33 27 21 16 11 6 2 2 5 8 11 14 16 19 21 23 25 27 29 31 33 34 36 37 39 40 41 43 44 45 46 48 51 53 55 57 58 60 61 62 64 65 66 67 68 69 70 70 71 72 73</p> <p>63 55 48 42 36 30 25 21 16 12 9 5 2 1 4 7 9 12 14 16 18 20 22 24 25 27 28 30 31 33 34 37 40 42 45 47 49 51 52 54 56 57 58 60 61 62 63 64 65 66 67</p> <p>93 84 76 68 61 54 48 43 38 33 29 24 21 17 13 10 7 4 2 1 3 6 8 10 12 14 16 17 19 21 22 26 29 32 35 37 40 42 44 46 48 49 51 52 54 55 56 57 58 59 60</p> <p>94 86 78 72 65 59 54 49 44 39 35 31 27 24 20 17 14 11 9 6 4 1 1 3 5 7 9 10 15 18 22 25 28 31 33 35 38 40 42 43 45 47 48 49 51 52 53 54</p> <p>95 87 81 75 69 63 58 53 49 45 41 37 33 30 26 23 20 18 15 12 10 8 5 3 1 4 8 12 15 18 22 24 27 29 32 34 36 38 40 41 43 44 46 47 48</p> <p>98 92 88 83 75 68 61 55 50 45 41 37 34 30 27 25 22 20 17 15 13 11 10 8 6 5 4 2 1 0 1 2 3 4 5 6 7 8 9 10 12 14 15 16 17 19 20 21 21 22 23 24 24 25 26 26 27 27 28</p> <p>1.30 1.40 94 86 78 72 66 60 55 51 47 43 39 36 33 30 28 25 23 21 19 17 15 13 12 10 9 7 6 5 4 2 1 0 1 2 3 5 7 8 10 11 13 14 15 16 17 18 19 20 21 22 22 23 24 24 25Panel axis</p> <p>1.50 1.60 1.70 1.80 1.90</p> <p>95 88 81 75 69 64 59 55 51 48 44 41 38 35 33 30 28 26 24 22 20 18 16 15 13 12 11 9 8 7 6 5 4 1 1 3 5 7 8 10 11 12 13 14 15 16 17 18 19 20 20 21 22</p> <p>3.60</p> <p>*Adjustable Spindle 210 inside</p> <p>Crane splice 24 The maximum bearing capacity is 700 kg with a crane sling angle of max. 15. Always use in pairs!</p> <p>For p...</p>