DOMINO Panel formwork. Assembly Instructions for Standard Application

Transcription

1 DOMINO Panel formwork Assembly Instructions for Standard Application Edition 09/2007

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3 Contents Page Overview 1 Introduction 2 Product features 2 Intended use 2 Safety instructions 3 B7 B8 Page Extensions Extension guidelines 25 Foundations Element h = Foundation tie spanner 26 Basic assembly Procedure 4-5 A1 Element overview 6-7 A2 Element connection Alignment Coupler DRS 8 Compensation Waler DAR 80 9 A3 Anchor points 10 A4 Push-Pull Props 11 Application B1 Corners Right-angled corners 12 Obtuse and acute corners 13 B9 DOMINO Alu Elements 27 B10 DOMINO B11 DOMINO Logistics C1 Maintenance and cleaning 38 C2 Repairs 39 C3 Storage and transport 39 B2 B3 B4 B5 B6 T-junctions Obtuse wall connections 15 Offsets Wall offset d = 25 cm 16 Height offset 17 Length compensation Timbers 18 Filler support DPA 18 Stopend formwork Timber and filler support 19 Stopend element Concreting scaffold Scaffold DG Guardrails 24 Product overview Legend Important safety Hints Visual Check Site Tips instructions

4 Overview B6 B7 B3 B1 B4 B5 B2 A3 A1 A2 A4 B5 A1 Element A2 Element connection A3 Anchor A4 Push-pull prop B1 Corners B2 T-junction B3 Wall offset B4 Length compensation B5 Stopend formwork B6 Working and concreting scaffold 1 B7 Extension

5 Introduction These assembly instructions describe the standard configuration of the PERI DOMINO wall formwork system with a formwork height H = 2. The intended use is shown in the basic assembly, the utilization of individual components and the accessories for special applications. In addition, these assembly instructions are supplemented by details regarding the correct care of the equipment. Dimensions without any units are specified in cm. The programme overview that follows at the end features all system components complete with dimensions and item numbers. If you should have any questions, please contact your local PERI sales engineer. Product features The DOMINO wall formwork system is a lightweight panel formwork for housing and civil engineering (foundations) projects with elements made of steel and aluminium. The basic equipment includes panel, corner and stopend elements as well as length compensation and scaffold brackets. For element connections, the alignment coupler or wedge clamp along with the compensation waler are used, as well as all additional parts required to carry out forming. The elements are used in a vertical position, and horizontally for foundations. The units points make this possible. The system can be extended in 25 cm increments. Steel components are red powdercoated, aluminium elements are yellow. Intended use Steel elements H = 2 3 element heights and 4 element widths multi-purpose panel for concreting heights up to 2. m: withstands full hydrostatic pressure according to DIN 18202, Table 3, Line 7 for greater heights, a fresh concrete pressure of 60 kn/m 2 is permissible = Line 6 Aluminium elements H = 2 2 element heights and 2 element widths multi-purpose panel for concreting heights up to 2. m: withstands full hydrostatic pressure according to DIN 18202, Table 3, Line 6 for extensions: maximum permissible fresh concrete pressure of kn/m 2 according to DIN 18202, Table 3, Line 5 Steel elements H = element heights and 4 element widths multi-purpose panel for concreting heights up to 2.75 m: withstands full hydrostatic pressure according to DIN 18202, Table 3, Line 6 Aluminium elements H = element heights and 1 element width multi-purpose panel for concreting heights up to 2.75 m: withstands full hydrostatic pressure according to DIN 18202, Table 3, Line 6 Steel elements H = element heights and 4 element widths multi-purpose panel for concreting heights up to 3.00 m: maximum permissible fresh concrete pressure of 60 kn/m 2 according to DIN 18202, Table 3, Line 6 These assembly instructions contain details for the application and intended use of the PERI DOMINO wall formwork system. Safety information and load specifications must be followed at all times. Special permission must be given by PERI if the formwork is to be used for other applications other than those it has been designed for together with the provision of supplementary assembly instructions. Only materials in perfect condition may be used. Any damaged components must be replaced. All valid safety and environmental regulations of each country where our product is used are to be observed at all times. The product has been designed for commercial use only. These assembly instructions, as well as PERI offer and implementation plans, do not replace specific construction site work and assembly instructions of the operator. 2

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7 Safety instructions These assembly instructions are directed at site personnel who work with the DOMINO wall formwork system. Non-observance of assembly guidelines and safety information can lead to accidents and damage to materials. Obligations of the operator: 1. The operator must ensure that all instructions required for the duration of the project are at the user s disposal (includes the PERI assembly instructions). 2. All persons working with the product must be familiar with the content of these instructions and safety information. 3. Persons who cannot or have great difficulty in reading and understanding these instructions must inform and then be fully briefed by the operator. 4. The operator has to ensure that assembly, adjusting and dismantling, moving as well as standard use of the product is supervised by trained and authorized personnel. 5. The operator is obliged to provide all prerequisites to ensure compliance with applicable safety regulations. Safety instructions: 1. DOMINO components are to be checked before every use to make sure they are in perfect condition! Damaged parts are to be replaced by PERI original components! 2. DOMINO is to be erected according to the assembly instructions to ensure that all load effects are safely transferred! 3. Ensure stability during all building phases! 4. Provide safe working areas for assembly, adjusting and dismantling, as well as moving! (See safety information valid for each individual country) 5. Safe access ways must be provided for site personnel to reach all working areas! 6. Safety barriers must be installed on all working areas to prevent site personnel from falling! 7. Avoid using areas of risk during unfavourable weather conditions! 8. Striking only takes place when the concrete is hard enough and site management has given the goahead! 9. Use suitable tools and equipment during striking and moving! Do not tear away formwork elements from the concreted wall with the crane! 10.Do not put the stability of the structural elements, scaffolding and formwork components at risk during striking! 11. Only transport formwork components with hoisting and loadcarrying equipment if suitable attachment possibilities are available! 12.The weight of the components must not exceed the permissible load capacity of the lifting gear! 13.Remove any loose parts or secure accordingly to prevent them falling off! 14.Remove lifting accessories from a lowered formwork component or unit only when it is in a stable position! 15.Formwork elements are to be guided with ropes during strong wind conditions! Avoid any collisions with other objects! 16.Components must be stored and transported in a stable position to avoid any unintentional movement! Care instructions for the formlining An immersion vibrator complete with rubber cap minimizes any damage to the formlining. Spacers with large support plates for reinforcement reduce indentations Additional regulations: Currently, the following is of particular importance: German Health and Safety at Work Regulations (BetrSichV) Technical Guidelines for Health and Safety at Work (TRBS) Further applicable PERI product information Instructions for Use: DOMINO Lifting Hook Pallets and Stacking Devices Technical data Formwork Tables 3

8 Procedure Primary panel 1. Assemble in a horizontal position. 2. Attach push-pull props according to applicable width of influence. 3. Transport to place of operations by crane. Secure elements against tipping over and wind forces! Only remove lifting hook when prop is properly attached! Closing formwork with concreting scaffold 1. Mount brackets to the horizontally positioned element. 2. Install decking and guardrails. 3. Transport to place of operations by crane. 4. Install anchors. Release lifting hook only after a top anchor has been installed or when the element is in a secure position! External corner Internal corner Forming from the external or internal corner in the direction of the compensation. 4

9 Procedure Concreting from safe and secure working scaffold Striking and moving from the compensation to the corners concrete strength must be taken into account! secure elements against tipping over and wind forces! only remove lifting hook when prop is properly attached! Working scaffold is not featured here Closing formwork 1. Fix lifting hook and attach to crane 2. Remove anchors 3. Release element connection 4. Move element, clean and transport to place of operations by crane 5. Connect elements, install anchors 6. Release crane lifting gear Primary formwork 1. Fix lifting hook and attach to crane 2. Release element connections 3. Release push-pull prop anchoring 4. Move element, clean and transport to place of operations by crane 5. Connect elements 6. Attach push-pull props 7. Release crane lifting gear Cleaning with PERI BIO CLEAN and PERI spraying equipment 5

10 A1 DOMINO Elements Width cm DGE DAW DWD DPA Height cm S) A) S) A) S) S) S) A) N) A A A H S) A) S) A) S) S) S) A) N) A A A H S) S) S) S) S) N) A A A Key S) Panels with steel frames (red powder-coated) A) Panels with aluminium frames (yellow powder-coated) N) Standard elements or multi-purpose panels H) Timber panels 6

11 A1 DOMINO Elements Element 2 x DOMINO panel 10.1 Anchor point with tubular rivet 10.2 Panel strut 10.3 Connecting possibilities for accessories 10.4 Transportation holes 10.5 Openings for moving by hand 10.6 Frame 10.7 Formlining 7

12 A2 Element Connection A2 Element Connection Alignment Coupler DRS Areas of use: standard connections external corners, internal corners, see B1 obtuse and acute-angled corners, see B1 stopend formwork, see B5 filler timber, see B4 extensions, see B7 Number required 2 alignment couplers DRS 20 for h = 2. m on standard connections, Fig Assembly 1. Place wedge 20.1 in upper end position. Fig.1 2. Open sliding part Fig.2 3. Attach alignment coupler 20 to panel strut Close sliding part. Continuous adjustment using the key-way 20.3 possible. 5. Secure wedge, Fig.3 The alignment coupler is now securely in position. Fig If the wedge head 20.4 is up against the sliding part, there is no clamping effect! Then: release the wedge, re-position the sliding part and secure again with the hammer. Fig When securing the wedge, the following effects occur through the angle of the frame profile: 1 1. Panels are flush Panels are aligned. 3. Panels are tightly connected. Fig.3a 3 Fig.3a Wedge Clamp DKS For standard panel joints in the area of the foundations 20, Fig.4 Fig

13 A1 Element Connection Compensation Waler DAR 80 The compensation waler DAR is used to brace and align element connections as well as for transferring forces. Areas of use: length compensations, see B4 corners with double wall thickness compensator WDA, see B1 acute and obtuse-angled corners, see B1 wall offsets, see B3 stopend formwork, see B5 extensions at great heights, see B7 21 Assembly 1. Insert the hooks into the connecting holes 10.3 in the element Secure wedge. Fig.5 Fig.5 9

14 A3 Anchor points Anchor system Standard: DW 15 Permissible load of the tie rod according to DIN 18216: 90 kn Components for DW 15 tie rod 30 spacer tube 31 cone 32 wingnut pivot plate 33 Fig Fig.6 Miscellaneous tie rod wrench 34 for one-man anchor point operations from one side plug 35 for sealing tie holes which are not required Fig.7 34 Fig.7 35 Application Use only the required number of ties. Seal tie holes which are not required. Do not exceed permissible tie loads. Comply with rate of rise. With the use of articulated corners as 90 internal corners, only the outer drilled holes may be used for anchoring if using wingnut pivot plates. Fig.8 If using compensation walers, e.g. oblique angles, both drilled holes can be used for anchoring. Fig. 8 Detail ø 20 Outer drilled holes Fig.8 10

15 A4 Push-Pull Props Push-pull props and kicker braces are to be installed for aligning the DOMINO formwork as well as providing stability and to counter the effects of wind loads. The choice of push-pull prop and kicker brace depends on the formwork height. Assembly Push-Pull Prop Connector DRA Fig. 9 Push-pull props and kicker braces are attached to the elements by means of the push-pull prop connector 41. Connections are also possible using the horizontal panel struts. Fig.10a 1. Place the cam lock 42 in a vertical position. 2. Insert the push-pull prop connector from below through the connecting hole. 3. Turn the cam lock to a horizontal position and secure Fig.9 Fig.10a Fig.10b Push-pull props and kicker braces Fig Attach push-pull prop 40 or kicker brace to the connecting plate 43 using pins and cotter pins 44. Fig.10b Fix base plate, e.g. with PERI Multi Monti 45. Fig.10c Fig.10 Fig.10c Permissible push-pull prop spacings Formwork height h [m] Max. width of influence [m] Actual prop load F RS at maximum prop spacing Actual kicker brace load F AV [kn] at maximum prop spacing distance of base plate [m] x = from rear edge of formwork distance of top connection y = point [m] from top of formwork For the given widths of influence, a maximum force of 11.3 kn is transferred into the building at the foot of the push-pull prop. Perm. F (all directions) Hilti HKD M20 x 80 (B25) 5.8 kn. Recommended F (all directions) anchor bolt MMS 20x130 for concrete with ß w > 20N/mm kn Wind loads: h < 8m = 0.5 kn/m 2 8m< h < 20m = 0.8 kn/m 2 For formwork heights up to 8.0 m: If the dynamic pressure deviates from 0.5 kn/m 2, the widths of influence can be changed proportionately from the existing dynamic pressure to 0.5 kn/m 2. h 0.5 kn/m 2 y F AV FRS 60 x 11

16 B1 Corners 90 corners Wall thicknesses from 20 cm to 36.5 cm can be continuously formed. Fig.11a to 11f 18 DWD 5 Filler timber 1 cm wall thickness d = 25 cm is without any adjustment for wall thicknesses d < 25 cm adjustment inside for wall thicknesses d > 25 cm adjustment outside DWD DWD 5 25 Timber 11,5 cm Adjustments are carried out by means of compensation measures: Wall Thickness Compensator DWD 5 18 or timber provided by the contractor DWD DWD DWD 5 Filler timber 1,5 cm 36, Fig.11a - 11f External corner Comprising of: Element...x 11 and Outside Corner Angle DAW 12 Alignment Coupler DRS 20 (2 DRS per side) Fig.12 Compensation is carried out with DWD and depends on the wall thickness Fig.12 Internal corner Comprising of: Articulated Corner DGE 13 with Corner Locking (2x) Alignment Coupler DRS 20 (2 DRS per side with h = 2. m) Fig.13 Compensation is carried out with DWD or timber and depends on the wall thickness. For the number of alignment couplers required for other panel heights: see the DOMINO poster Fig.13 12

17 B1 Corners Obtuse and acute-angled corners With the DOMINO articulated corner DGE angles and more can be formed. min 75 max DRS alignment couplers are to be installed in a bottom to top direction for both external and internal corners. For the number of alignment couplers required for other panel heights: see the DOMINO poster. 75 External corners Components per side with h = 2. m 5 alignment couplers DRS 20 2 compensation walers DAR Fig. 14 For 135 corners, additionally with: positioning pin outside Fig.14a 13.1 outside SW Fig.14 Internal corners Components per side with h = 2. m 4 alignment couplers DRS 20, Fig Fig.14a For 135 corners, additionally with: positioning pin inside Fig.14a 13.1 inside SW Locking pin assembly 1. Remove corner locking Install positioning pin 135 with bolt, SW 19. Infilling for external corners (X) Angle Wall thickness (cm) x Fig x

18 B2 T-junctions 90 T-junctions Wall thicknesses from 15 cm to 35 cm can be formed in 5 cm increments wall thickness d = 25 cm is without any adjustment, Fig. 16a for wall thicknesses d < 25 cm adjustment inside, Fig.16b-c for wall thicknesses d > 25 cm adjustment outside, Fig.16d-f Filler timber 1 cm Fig.16b Fig.16c Adjustments are carried out by means of compensation measures: Wall Thickness Compensator DWD 5 18 or timber provided by the contractor Assembly Form the T-junction with articulated corner DGE 13. Form the adjoining straight wall section with DOMINO Element D Fig.16a - 16f Fig.16a Fig.16d With two compensators (DWD): Install one DWD right and left of the element respectively Fig.16e 15 Fig.16f Timber 11.5 cm Pilaster Fig.16g For the arrangement and number of the horizontal compensation waler DAR and frame spanner 55: see Stopend Formwork with Timber, Fig Fig.16g 14

19 B2 T-junctions Obtuse wall connections DOMINO element with cam nut 19. Fig.17a Fig.17a With multi-purpose panel DM... x75. Fig.17b DM DM Fig.17b With wall thickness compensator DWD 18 or timber. Fig.17c Fig.17c 15

20 B3 Offsets Wall offsets using the example wall thickness = 25 cm Wall offset 17 cm by moving the element laterally Assembled with: compensation waler DAR hook tie DW 15/ compensation provided by contractor plywood filler at the front 51 additional wedge clamp DKS 20 as of 12 cm wall offsets Fig Fig.18 Wall offset cm Consisting of internal and external corners. Assembled with: multi-purpose panel DM (3 cm increments) articulated corner DGE 13 internally and externally compensation waler DAR stopend tie DSA 25 compensation provided by contractor Fig Fig.19 Wall offset cm Consisting of internal and external corners. Assembled with: articulated corner DGE 13 internally and externally outside corner angle DAW 12 compensation waler DAR compensation provided by contractor (maximum 12 cm) Fig Fig. 20 Locating board facilitates the positioning of the offset. 16

21 B3 Offsets Height offsets For height offsets: depending on the offset itself, alignment couplers DRS 20 are installed alternately on the frame struts of the right and left elements. Fig Fig.21 17

22 B4 Length Compensation With timber 12 cm provided by the contractor and compensation waler DAR max. 10 Length compensation takes place using timber which has been cut to size. Fig.22 Timber 10 cm with alignment coupler DRS, Fig. 22 Timber 12 cm with alignment coupler DRS and compensation waler DAR 80. With compensations > 2.5 cm, anchor in middle of timber. Alignment couplers DRS 20 are to arranged as for standard element joints. The wingnut pivot plate must overlap the frame of the adjoining panel by at least 1 cm (for timber 10 cm). Fig.22 max. 30 Filler Support DPA Compensation up to 30 cm Consisting of: filler support 53 (2x) plywood filler 21 mm 51 Fig.23 Fig.23a Anchoring must be carried out so that anchor forces are transferred through the centre of the compensation waler DAR to the adjacent elements. Fig. 24 Installation Fig.23a Fig.23 Fig.24 18

23 B5 Stopend Formwork Stopend formwork with timber and filler plywood for wall thicknesses up to a max cm Connecting parts: compensation waler DAR (3x with h = 2) stopend tie DSA 25 with wingnut pivot plate (3x) top tie bracket DAH 55 with frame spanner Fig The concrete pressure from the stopend formwork is transferred by means of the stopend tie and compensation waler DAR 80 to the DOMINO elements. Fig.25 End View 19

24 B5 Stopend Formwork Stopend panel MTF MTF H = 2. m and 1.25 m 56 AT AT It comprises of: two outside pieces AT 3 56 for approx. 2.5 cm concrete cover or two outside pieces AT 5 for approx. 5 cm concrete covering one centre piece MTF 57 Fig.26 The rubber lip 56.1 allows a continuous reinforcement thickness of 16 mm. Concrete cover c: c = d - b - Ø reinforcement * 16* c c b d * mm Fig.26 Assembly without water bar 1. Position the first side of the formwork. 2. Attach first outside piece AT 56 to the primary panel by means of alignment coupler DRS DM Install first layer of reinforcement. 4. Place centre piece MTF 57 in position. 5. Install second layer of reinforcement. 6. Position closing formwork. 7. Install second outside piece AT 56 in centre piece MTF. 8. Fix with alignment coupler DRS 20. Fig DM 75 Fig.27 20

25 B5 Stopend Formwork Assembly with water bar 1. Position the first side of the formwork. 2. Attach first outside piece AT 56 to the primary panel by means of alignment coupler DRS Install first layer of reinforcement. 4. Position centre piece MTF 58 and install water bar. 5. Install second layer of reinforcement. 6. Position closing formwork. 7. Install second outside piece AT 56 in centre piece MTF. 8. Fix with alignment coupler DRS 20. Fig. 28a + 28b Concrete cover c: c = d - b - Ø reinforcement 2 Fig. 28a c b d c Stopend panel with water bar It comprises of: two outside pieces AT 56 centre piece MTF 57 filler plates 51 supplied by the contractor Fig. 28b Fig. 28b Wall thickness d [cm] b Concrete cover approx. 25 mm Concrete cover approx. mm H = 2, m [mm] 20 24/ /36 24/ /36 40 AT 2x AT 2x without water bar without water bar MTF 2x MTF 2x24/ MTF 2x MTF 2x35/ with water bar with water bar MTF 2x MTF 2x24/ MTF 2x MTF 2x35/ H = 1,25 m AT 125x AT 125x without water bar without water bar MTF 125x MTF 125x24/ MTF 125x MTF 125x35/ with water bar with water bar MTF 125x MTF 125x24/ MTF 125x MTF 125x35/

26 B6 Concreting Scaffold Scaffold Bracket DG 85 comprising of: scaffold bracket DG handrail post HSGP Concreting scaffold is mounted on the Domino formwork with the scaffold bracket. Fig. 29 Permissible imposed load: 1.5 kn/m 2 Scaffold Group 2 Decking components and guardrails must be mounted securely in position at all times. Scaffolding components provided by the contractor must correspond to all valid safety regulations! Timber components must correspond at least to Sort Class S10 according to DIN 4074 as well as being appropriately labelled! Cross-section of guardrail boards: 3 cm x 15 cm! Secure planking! 2, m Fig.29 > 2,00 m With extended formwork units, the working scaffold is mounted as part of the pre-assembly process. Permissible bracket spacing in m for scaffolding platform Consisting of wooden planks or boards Table 8, DIN 4420 part 1, Edition 12/1990 Scaffold Group Board or plank width (cm) 1, 2, and 28 Board or plank thickness (cm)

27 B6 Concreting Scaffold Scaffold Bracket DG 85 Assembly 1. Insert handrail post HSGP. 2. Slide back fastening bolts Hook in scaffold brackets 63 in the connecting holes of the element and secure with the fastening bolts. Fig.30 It is possible to use the horizontal panel struts. Fig.30a Visual control of the suspension equipment Fig.30a 4. Install decking planks from below across the complete bracket width, and then secure. 5. Install guardrails and secure with nails. 6. Mount end guardrails, e.g. end handrail frame Fig Fig.30 max. prop spacing 2.0 m max. width of influence 2.0 m Fig.31 23

28 B6 Concreting Scaffold Guardrails consisting of: handrail post holder DOMINO 65 handrail post HSGP 66 Fig.32 Assembly takes place horizontally. In cases of vertical assembly use e.g. a mobile scaffold Assembly 1. Slide back fastening bolts Hook in handrail post holder DOMINO 65 in the connecting holes of the element. Only possible on vertical struts! 3. Secure with fastening bolts. 4. Insert handrail post HSGP 66. Fig Install guardrails and secure with nails. 6. Erect with the crane. When erecting the element, make sure that the guardrails are not damaged by the lifting gear. Fig.32a With extended formwork units, the guardrails are mounted as part of the pre-assembly process. Dismantling Do not lay the formwork element on the handrail post holder DOMINO 65. max. prop spacing 2.0 m max. width of influence 2.0 m Fig.32a 24

29 B7 Extensions Extension guidelines for horizontal pre-assembly up to h = 5.00 m Do not exceed ermissible loadbearing capacity of 0 kg (DOMINO lifting hook) and crane capacity! 2. Extension possibilities, number and arrangement of DRS alignment couplers, DAR 80 compensation walers and formwork anchors are featured on the DOMINO poster. Panel connections: With one or more horizontal and vertical element joints, always use the DRS alignment coupler 20. Examples: Fig. 33a - 33e pre-assemble extension units horizontally with the formlining face down. Place timbers or planks in position as support. The assembly area must be flat. Fig.33a Fig.33b Fig.33c Fig.33d Erection with the crane. Fig m 2. m 3.75 m Fig.33e DOMINO Versetzhaken Art.-Nr Bedienungsanleitung Ausgabe 01/1996 Instructions for Use DOMINO Lifting Hook. Fig

30 B8 Foundations All DOMINO elements are suitable for forming foundations. In addition, DOMINO panels with h = 125 have inset tie points and can be used horizontally without any problems. Fig.35 Foundation tie spanner If the bottom tie positions are missing in strip and individual foundations, the DLS foundation tie spanner together with the perforated foundation tie are used. Required perforated foundation tie length: Foundation width + cm Fig.35 Assembly 1. Position the element on the perforated foundation tie Fix the foundation tie spanner 85 in the lowest connecting hole by means of bolts Attach the perforated foundation in the tensioning lever tie SW Tension with ratchet, SW 14. Permissible tension force:16 kn (for foundation formwork) Fig m max m 86 Fig approx 25 26

31 B9 DOMINO Alu Elements When using DOMINO Alu elements, the same formwork guidelines apply as for the DOMINO 2 Steel DMA 75 It can be combined with DOMINO Steel. Element connections, see A2. 2. m Element widths for h = 2. m and 1.25 m: 100 / 75 / DMA 75 cm, Fig.37a - 37f Fig.37a Fig.37b Fig.37c For extensions in combination with steel elements, the aluminium panels are to be installed at the top m Fig.37d Fig.37e Fig.37f 27

32 B10 DOMINO 275 Elements Width cm DGE DAW DWD DPA Height cm S) S) A) S) S) S) A) N) A A A H S) A) S) A) S) S) S) A) N) A A A H S) S) S) S) S) N) A A A Key S) Panels with steel frames (red powder-coated) A) Panels with aluminium frames (yellow powder-coated) N) Standard elements or multi-purpose panels H) Timber panels Alu elements When using the Alu elements, the same formwork guidelines apply as for the H = 2 connections and extensions. 28

33 B10 DOMINO 275 Standard joint 2 alignment couplers DRS 20, Fig Fig.38 External Corner 90 Components per side 3 alignment couplers DRS, Fig Internal Corner 90 Components per side 2 alignment couplers DRS, Fig.40 Fig Fig.40 29

34 B10 DOMINO 275 Internal articulated corners Components per side 4 alignment couplers DRS For 135 corners, in addition to: 2 positioning pins inside, Fig.41 External articulated corners Components per side 5 alignment couplers DRS 2 compensation walers DAR For 135 corners, in addition to: 2 positioning pins outside, Fig min 75 max Fig.41 Fig.42 Stopend formwork with timber and plywood fillers For wall thicknesses up to max. 36 cm Connecting parts: compensation waler DAR (3x for h = 275) stopend tie DSA 25 with wingnut pivot plate (3x) top tie bracket DAH 55 with frame spanner Fig Fig.43 30

35 B10 DOMINO 275 Stopend panel MTF H = 2.75 m 56 AT It comprises of: two outside pieces AT 3 56 for approx. 2.5 cm concrete cover or two outside pieces AT 5 for approx. 5 cm concrete covering one centre piece MTF 57 Fig * 16* The rubber lip 56.1 allows a continuous reinforcement thickness of 16 mm * mm Assembly without water bar, assembly with water bar and stopend panel with water bar as well as H = 1.25 m, see B5 Installation, Fig. 45 Fig.44 Concrete cover c: c = d - b - Ø reinforcement 2 without water bar c b d Fig.45 c with water bar stopend panel with water bar Wall thickness d [cm b Concrete cover approx. 25 mm Concrete cover approx. mm H = 2,75 m [mm] 20 24/ /36 24/ /36 40 AT 275x AT 275x without water bar without water bar MTF 275x MTF 275x24/ MTF 275x MTF 275x35/ with water bar with water bar MTF 275x MTF 275x24/ MTF 275x MTF 275x35/

36 B10 DOMINO 275 Extension guidelines for horizontal pre-assembly up to h = 5.0 m see also B7 Extensions Examples: Fig. 46a - 46d m 5.25 m 2.75 m 2.5 m 5.0 m 2.75 m 1.0 m 1.0 m 25 Fig.46a Fig.46b Fig.46c Fig.46d 32

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38 B11 DOMINO 300 Elements Width cm DGE DAW DWD DPA Height cm S) S) S) S) S) N) A A A H S) A) S) A) S) S) S) A) N) A A A H S) S) S) S) S) N) A A A Key S) Panels with steel frames (red powder-coated) A) Panels with aluminium frames (yellow powder-coated) N) Standard elements or multi-purpose panels H) Timber panels Alu elements When using the Alu elements, the same formwork guidelines apply as for the H = 2 connections and extensions. 34

39 B11 DOMINO 300 Standard joint 3 alignment couplers DRS 20, Fig.47 Fig.47 External Corner 90 Components per side 3 alignment couplers DRS, Fig Internal Corner 90 Components per side 3 alignment couplers DRS, Fig.49 Fig.48 Fig.49 35

40 B11 DOMINO 300 Internal articulated corners Components per side 4 alignment couplers DRS For 135 corners, in addition to: 3 positioning pins inside, Fig External articulated corners Components per side 5 alignment couplers DRS 2 compensation walers DAR For 135 corners, in addition to: 3 positioning pins outside, Fig min 75 max Fig. Fig.51 36

41 B11 DOMINO 300 Stopend formwork with timber and plywood fillers For wall thicknesses up to max. 36 cm Connecting parts: compensation waler DAR (3x for h = 300) stopend tie DSA 25 with wingnut pivot plate top tie bracket DAH 55 with frame spanner Fig Fig.52 Extension guidelines for horizontal pre-assembly up to h = 5.0 m see also B7 Extensions Examples: Fig.53a - 53e m 3.0 m 3.0 m 1.25 m m 3.0 m 1.0 m 1.0 m Fig.53a Fig.53b Fig.53c Fig.53d Fig.53e 37

42 C1 Maintenance and cleaning What needs to be done? Maintenance tips 1. Spray formwork on all sides before first use with a release agent e.g. PERI BIO Clean. 2. Spray formlining every time after striking with PERI Bio Clean, then clean. 3. For longer storage periods, e.g. bad weather, store formwork materials in clean condition and sprayed. 4. Spray (grease if necessary) all moving parts regularly with a release agent. 5. Transport elements with suitable, as well as safe, transportation and lifting gear. 6. Ensure elements and accessories are properly stored. 7. Do not throw or drop accessories. 8. Never use unnecessary force during assembly and dismantling. Why? Provides good protection against sticking and corrosion before first dirt accumulation. Prevents complete moistening with a release agent. Helps to remove concrete surplus and makes cleaning easier. Removing by force or scraping off is not necessary. Formlining and paintwork remain intact. The frame is protected against corrosion and weathering. Removes rust, prevents corrosion and keeps parts in good working order. Avoids damage through improper transportation. Prevents damage to the element frame and accessories. Damage to the formlining through indentations is avoided. Maintains the functionality of the parts. Maintains the functionality of the parts. Cleaning tips Ensure elements are in a secure position during cleaning! Cleaning of elements to the crane (without contact to the ground) is not allowed! Remove concrete surplus! 1. Immediately after concreting, spray the rear side of the formwork with water. 2. After striking has taken place, spray formwork all over with PERI Bio Clean. 3. Remove nails, battens etc. from the plywood before any mechanical cleaning. 4. Mechanically clean the elements using suitable equipment e.g. scraper. 5. Brush clean the elements after mechanical cleaning. Remove dust and loosened concrete surplus. Concrete has not yet hardened and can easily be removed. This reduces the amount of cleaning required. Penetrates the concrete surplus, breaks it up and makes subsequent mechanical cleaning much easier. Unnecessary enlargement of nail holes and damage to the formlining is avoided. No damage to cleaning equipment. Formlining surface is clean for the next use. 6. After shuttering, element may require spraying again. 38

43 C2 Repairs Smaller repairs can be carried out on the construction site, e.g. with repair veneer and cross-pieces Bigger repairs, e.g. change of formlining, are to be done by PERI or at a suitable work station. Spare parts and tools are available from the PERI product range. C3 Storage and Transport When using load-carrying equipment, the instructions for use must be followed at all times: DOMINO lifting hook Lifting gear Pallets and stacking devices DOMINO Versetzhaken Art.-Nr Bedienungsanleitung Ausgabe 01/1996 Instructions for Use DOMINO Lifting Hook. 39

44 DOMINO Panels h = 2,m Weight kg Item no. Panels with steel frame, red Panel D 2x100 = 2,m 2 86, Panel D 2x 75 = 1,88m 2 70, Panel D 2x = 1,25m 2 53, Panel D 2x 25 = 0,63m 2 37, Formlining: 15mm Combi Panels with aluminium frame, yellow Panel DA 2x100 = 2,m 2 57, Panel DA 2x 75 = 1,88m 2 46, Formlining: 15mm Combi ø Multi Panel DM 2x75 = 1,88m 2 steel, red 75, DMA 2x75 = 1,88m 2 alu, yellow 49, For oblique angles, wall offsets, wall junctions, stopends etc. Formlining: 15mm Combi Complete with: Plug ø 20 item no (46 pcs.) Detail x ø x Additional hole for identifying the multi panel in a stack Accessories: Plug ø 20mm 0,

45 Weight kg Item no. Articulated Corner DGE 2 = 1,25m 2 39, Aluminium, yellow powder coated. For obtuse and acute angles from 75. Can be used inside and outside. Complete with: Corner Locking 90 DEA (2x) Detail x x ø Locking 90 DEA 1, Positioning Pin DGE 135 Int. 1, Positioning Pin DGE 135 Ext. 1, Complete with: Hex. Bolt ISO 4017 M12x40-8.8, galv. (2x) Positioning Pin 135 Ext M12x Locking 90 DEA M12x40 Positioning Pin 135 Int. Outside Corner Angle DAW 2 10, Aluminium, yellow powder coated. For the external corner joint. Wall Thickness Compensation DWD DWD 2/5 = 0,13m 2 7, DWD 2/10 = 0,25m 2 11, Aluminium, yellow powder coated. For adjusting to the wall thickness in the vicinity of corners and T-junctions. Filler Support DPA 2 4, For infills using 21mm DPA 2/27 3, (27mm) plywood. Timber

46 DOMINO Panels h = 1,25m Weight kg Item no. Panels with steel frame, red Panel D 125x100 = 1,25m 2 45, Panel D 125x 75 = 0,94m 2 37, Panel D 125x = 0,63m 2 28, Panel D 125x 25 = 0,31m 2 19, Formlining: 15mm Combi Panels with aluminium frame, yellow Panel DA 125x100 = 1,25m 2 29, Panel DA 125x 75 = 0,94m 2 23, Formlining: 15mm Combi ø Multi Panel DM 125x75 = 0,94m 2 steel, red 49, DMA 125x75 = 0,94m 2 alu, yellow 30, For oblique angles, wall offsets, wall junctions, stopends etc. Formlining: 15mm Combi Complete with: Plug ø 20 item no (46x) Detail x x ø 20 Additional hole for identifying the multi panel in a stack Accessories: Plug ø 20mm 0,

47 Weight kg Item no. Articulated Corner DGE 125 = 0,63m 2 21, Aluminium, yellow powder coated. For obtuse and acute angles from 75. Can be used inside and outside. Complete with: Corner Locking 90 DEA (1x) x Detail x ø Locking 90 DEA 1, Positioning Pin DGE 135 Int. 1, Positioning Pin DGE 135 Ext. 1, Complete with: Hex. bolt ISO 4017 M12x40-8.8, galv. (2x) Positioning Pin 135 Ext. 135 M12x Locking 90 DEA M12x40 Positioning Pin 135 Int. Outside Corner Angle DAW 125 5, Aluminium, yellow powder coated. For the external corner joint. Wall Thickness Compensator DWD DWD 125/5 = 0,06m 2 3, DWD 125/10 = 0,125m 2 5, Aluminium, yellow powder coated. For adjusting the wall thickness in the vicinity of corners and T-junctions. Filler support DPA 125 2, For infills using 21mm DPA 125/27 1, (27mm) plywood. Timber

48 DOMINO Panels h = 0,75m Weight kg Item no. Panel D 75x100 = 0,75m 2 30, Panel D 75x 75 = 0,56m 2 26, Panel D 75x = 0,38m 2 18, Panel D 75x 25 = 0,19m 2 11, Panels with steel frame, red Formlining: 15mm Combi ø DOMINO Multi Panel DM 75x75 = 0,56m 2 37, For oblique angles, wall offsets, wall junctions, stopends etc. Formlining: 15mm Combi Complete with: Plug ø 20 item no (23x) x Detail x ø Additional hole for identifying the multi purpose panel in a stack Articulated Corner DGE 75 = 0,38m 2 13, Aluminium, yellow powder coated. For obtuse and acute angles from 75. Can be used inside and outside. Complete with: Corner Locking 90 DEA (1x) 246 Detail x ø x DAW 75 Outside Corner Angle 3, Aluminium, yellow powder coated. For the external corner joint. DWD Wall Thickness Compensator DWD 75x5 = 0,04m 2 2, Aluminium, yellow powder coated. For adjusting the wall thickness in the vicinity of corners and T-junctions

49 c c b d c c b c c b d d DOMINO Stopend Panel Weight kg Item no. Stopend Panel DOMINO H = 2,m b d [mm] [mm] Outside piece AT 2x 3 15, AT 2x 5 16, Center piece w. waterst. MTF 2x20 27, MTF 2x24/25 31, /2 MTF 2x30 34, MTF 2x35/36 40, /360 MTF AT 1. With waterstop 2. Without waterstop Concrete cover c: c = d b ø Rebar 2 Stopend Panel DOMINO H = 1,25m b d [mm] [mm] Outside piece AT 125x 3 7, AT 125x 5 8, Center piece w. waterst. MTF 125x20 14, MTF 125x24/25 15, /2 MTF 125x30 17, MTF 125x35/36 19, /360 MTF 3. For expansion joint AT Concrete cover c: c = d b ø Rebar 2 45

50 DOMINO Accessories Weight kg Item no. Alignment Coupler DRS 3, For all panel joints. Fillers up to 120mm wide. Yellow galvanised Opening width 1 to Wedge Clamp DKS 1, For standard panel joints not under high load. Yellow galvanised Compensation Waler DAR 80 8, For infilling and stopends. Transfers the tie forces. Captive connectors. Maximum compensation 300 Lifting Hook DOMINO 0 kg 6, Use 2 hooks to lift each unit! Follow instructions for use! 0 kg 0 kg 5 Lifting device to BGR 0 Permissible load: 0kg By max angle of inclination

51 Weight kg Item no. DOMINO Scaffold Bracket DG 85 6, For mounting on horizontal or vertical struts. With safety pin Permissible uniformly distributed imposed load: 1kg/m 2 at maximum distance of 2,00m Accessory: Handrail Post HSGP 3, End Handrail Frame 55 15, End safety handrail for all PERI scaffold platforms and individual bracket scaffolds Adjustment max Handrail Post HSGP 3, Mounted on safety handrail post holder DOMINO or Scaffold Bracket DG 85 Maximum width of load to be carried = 2,00m. Permissible span for 3x15 handrail boards = 2,10m. 39 Handrail Post Holder DOMINO 2, Required from 3,0m drop, to comply with ZH 1/603 of German Association for the Building Trade. Maximum width of load to be carried = 2,00m. Permissible span for 3x15 handrail boards = 2,10m. Complete with: Cotter Pin 4/1 (1x) Accessories: Handrail Post HSGP 3,

52 Weight kg Item no. Push-Pull Prop Connector DRA 0, For connecting push-pull props and kickers to horizontal and vertical struts. Complete with: Pin ø 16x42 and cotter pin 4/1 120 ø 16x42 FS 4/ Stopend Tie DSA, galv. 1, For transferring force from stopends into the frame of the panel Thread DW Hook Tie DW15/400, galv. 0, Thread DW Permissible Tension Force: 20kN. Hook Tie Head DW15, galv. 0, Female thread DW15 68 Permissible Tension Force: 20kN. Plug ø 20mm 0, For sealing tie holes ø 20mm, which are not required. 14 ø 21 ø 23 Supplied in packs of: 0pcs. 48

53 Weight kg Item no. Foundation Tie Clamp DOMINO DLS 2, For tying foundation formwork in combination with perforated foundation tie. 152 SW Clamping travel 55mm Perforated Foundation Tie, 25m roll 16, For use with foundation tie clamp DOMINO DLS. 22 ø Permissible Tension Force: 12,9kN. Top Tie Bracket DAH, galv. 1, For tying at any position along the frame, particularly for foundations. Stacking Device DOMINO, galv. 8, For stacking and lifting 2 to 8 DOMINO panels of each size. Allows the panels to be moved with the crane or fork-lift truck. 4 devices needed for each stack. Follow instructions for use! 2nd to 8th panel with formlining facing up st panel with formlining facing down Lifting device to BGR 0 Permissible load: 2kg/device or 1000kg per stack. 1 49

54 Weight kg Item no. Chamfer Strip DSD 2 2, Plastic. For DOMINO column formwork and external corners. 24 ø Stacking Device DOMINO DSH 0, Plastic. Prevents the panels slipping. ø 20 ø 30 Stacking Aid DOMINO DSW 0, For stacking of DOMINO panels. 4 devices needed for each stack. Stacking device DSH 2nd and subsequent panels with formlining facing up 1st panel with formlining facing down Stacking aid DSW

55 51

56 RS, RSS Push-Pull Props and Accessories Weight kg Item no. Push-Pull Props RSS I L = 2,05-2,94m 18, Push-Pull Props RSS II L = 2,91-3,80m 22, For load capacity see PERI Design Tables. RSS I min 20-max 2940 RSS II min 2910-max RSS I 1915 RSS II 2775 ø ø ø 70 Base Plate-2 for RSS, galv. 1, Base Plate for RSS* 1, Complete with: Pin ø 16x65/86 and Cotter Pin 4/1 (1x) ø 11 ø 21 ø 21 ø 11 ø ø 16 ø *for hire only 1 Kicker Brace AV L = 1,08-1,40m 5, Complete with: Pin ø 16x42 and Cotter Pin 4/1 (1x). For load capacity see PERI Design Tables. min 1080-max 1400 ø 16x42 FS 4/1 Kicker Brace AV 210 L = 1,28-2,10m 13, Kicker Brace AV 190* L = 1,08-1,90m 11, Complete with: Pin ø 16x42 and Cotter Pin 4/1 (1x). For load capacity see PERI Design Tables. min 1280-max 2100 min 1080-max ø 16x42 FS 4/1 971 ø 16 *for hire only ø 70 Anchor Bolt PERI MMS 20x130 0, For erecting props etc. without plugs. Can be used several times. SW 30 Use 18mm drill to DIN 8035! Drill depth min

57 Weight kg Item no. Push-Pull Prop RSS III L = 4,60-6,00m 38, For load capacity see PERI Design Tables. min 4600-max ø ø 16 ø 83 Kicker Brace AV RSS III L = 2,03-2,92m 16, Complete with: Pin ø 16x42 and Cotter Pin 4/1 (1x). For load capacity see PERI Design Tables. min 2030 max ø 16x42 FS 4/ ø ø 70 Push-Pull Props RS I L = 1,84-2,94m 13, Push-Pull Props RS II L = 2,56-4,06m 16, For load capacity see PERI Design Tables. RS I min 1840-max 2940 RS II min 2560-max ø Base Plate for RS 1, Complete with: Pin ø 16x65/86 and Cotter pin 4/1 (1x). 60 ø 21 ø 13 ø

58 Tie Rod DW 15 and Accessories Weight kg Item no. Tie Rod DW 15 Non-weldable! Observe certification requirements! Permissible load to DIN 18216: 90kN DW 15 L = 0,m 0, DW 15 L = 0,85m 1, DW 15 L = 1,00m 1, DW 15 L = 1,20m 1, DW 15 L = 1,m 2, DW 15 L = 1,70m 2, DW 15 L = 2,00m 2, DW 15 L = 2,m 3, DW 15 L = 3,00m 4, DW 15 L = 3,m 5, DW 15 L = 6,00m 8, Tie Rod DW 15 Special Length 1,44/m Cutting Cost Tie Rod DW 15 / B L Tie Rod B 15 L = 0,30m 0, Weldable! Permissible load: 85kN Tie Rod Special Length B 15 1,55/m Cutting Cost Tie Rod DW 15 / B Wingnut Pivot Plate DW 15, galv. 1, With pivoted, captive nut ø Permissible load to DIN 18216: 90kN 110 Wingnut Counterplate DW 15, galv. 0, For tying panel formwork systems Permissible load to DIN 18216: 90kN Wingnut DW 15, galv. 0, SW 27 DW 15 ø 34 Permissible load to DIN 18216: 90kN 110 Counterplate DW 15, 120x120x15 1, Permissible load to DIN 18216: 90kN ø 20 ø Tie Rod Spanner DW 15 3,

59 PERI BIO Clean, PERI Clean Weight kg Item no. PERI Bio Clean Release Agent for all types of formwork. - Rapidly biologically degradeable. - Based on mineral oils. - Class 1 on German water pollutant scale. (WGK 1) Release Agent Bio Clean 20L 0,91/L Release Agent Bio Clean 208L 0,91/L For further information see product information PERI Bio Clean. Consumption: 1 litre covers to 90m 2 of formwork (depending on formwork surface) PERI Clean Release Agent for all types of formwork. Based on mineral oils. Cleans and protects. Can be used down to -15C degree. Class 1 on German water pollutant scale. Release Agent PERI Clean 20L 0,92/L Release Agent PERI Clean 208L 0,92/L For further information see product information PERI Clean. Consumption: 1 litre covers to 90m 2 of formwork (depending on formwork surface) Pressure Sprayer 4, For spraying formwork surfaces evenly with PERI BIO Clean or PERI Clean. Capacity: 5 litre Spare Part: Spray Nozzle (0,1F 110) 0,

60 DOMINO Panels h = 2.m Weight kg Item no. Panels with steel frame, red DOMINO Panel D 2x100 = 2.m 2 86, DOMINO Panel D 2x 75 = 1.88m 2 70, DOMINO Panel D 2x = 1.25m 2 53, DOMINO Panel D 2x 25 = 0.63m 2 37, Formlining: 15mm Combi Panels with aluminium frame, yellow DOMINO Panel DA 2x100 = 2.m 2 56, DOMINO Panel DA 2x 75 = 1.88m 2 45, Formlining: 15mm Combi DOMINO Multi Panel DM 2x75 = 1.88m 2 steel, red 75, DMA 2x75 = 1,88m 2 alu, yellow 49, For oblique angles, wall offsets, wall junctions, stopends etc. Formlining: 15mm Combi Complete with: Plug ø 20 item no (46 pcs.) x Detail x ø 20 Additional hole for identifying the multi panel in a stack Accessories: Plug ø 20mm 0,

61 Weight kg Item no. DOMINO Articulated Corner DGE 2 = 1,25m 2 43, Aluminium, yellow powder coated. For obtuse and acute angles from 75. Can be used inside and outside. Complete with: Corner Locking 90 DEA (2x) Detail x x ø Corner Locking 90 DEA 1, Positioning Pin DGE 135 Int. 1, Positioning Pin DGE 135 Ext. 1, Complete with: Hex. Bolt ISO 4017 M12x40-8.8, galv. (2x) Positioning Pin 135 Ext M12x Corner Locking 90 DEA M12x40 Positioning Pin 135 Int. DOMINO Outside Corner Angle DAW 2 10, Aluminium, yellow powder coated. For the external corner joint. DOMINO Wall Thickness Compensat. DWD DWD 2/5 = 0.13m 2 7, DWD 2/10 = 0.25m 2 11, Aluminium, yellow powder coated. For adjusting to the wall thickness in the vicinity of corners and T-junctions DOMINO Filler Support DPA 2 4, For infills using 21mm DPA 2/27 3, (27mm) plywood. Timber