Stengulf Formwork Amp Scaffolding-Books Pdf

STENGULF FORMWORK amp SCAFFOLDING
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Stenn Dio system is a heavy weight panellized formwork system with elements. made of steel for housing and civil engineering projects. This panel wall formwork system is suitable for concrete pressures up to 80kN m2. Its wide selection of Stenn Dio panel sizes and easy to use clamping methods. combines simplicity and stability with reductions in cost time and labour. Stenn Dio system elements are also extremely suitable for forming foundations The 3 0 3 6m high. panels with inset tie points have proven to be particularly beneficial Innovation in formwork has led to. small lightweight modular systems that provide versatile formwork solutions on site Use of high tensile. steel has enabled lighter weight units to be developed which can be safely manhandled to achieve a. practical formwork system The component of the stenn dio formwork system is engineered to give. robust and easy to handle solutions capable of dealing with both regular and irregular formwork. areas Minimising the number of different components in a formwork system allows mobility and quick. installation of the formwork The individual components often have multiple uses. A range of lighter weight modular formwork systems is available for the construction of most types of. structure They are suitable for any type of concrete frame construction. Fast and convenient assembly methods,With this clamp any combination of panels. can be assembled for both vertical and,longitudinal direction with the use of only. hammer during the site construction,Three Functions of Stengulf Formwork Clamp. 1 Function of aligning the joint between formwork, 2 Increase the strength of splice portion of the formwork. 3 Clamp the two spliced formwork,Assembly of Column Panels.
Formwork panels can be assembled on site during the construction. Initially start assembly from the corner, Install 2 panels together at 90 using tension rods do not make the final tightening. Add the other 2 or more panels using either tension rods or and clamp. Attached the spindle struts and do the vertical alignment. Finally do the final tightening of tension rod, No need to dismantle all the panels during shifting to other floor rather you can lift the whole Column. in 2 pieces only,Assembly of Wall Panels, Start assembly from the corner by erecting one 1 corner panel to another panel in case of internal. In case of external corner use two 2 panels at 90 and fix with a clamp. Continue erecting the panels as per the design drawing until you complete the structure. No need to dismantle all the panels during shifting to other floor rather you can lift up to four 4. panels together as one 1,DESIGN CHECK FOR WALL FORMWORK. This note contains calculations for the structural members horizontal and vertical that form the panel. The maximum pressure on the panel during pouring and curing of concrete has been advised as. The panel is plywood faced and has horizontal members RHS 100 x 50 x 2 5 mm and verticals in line. with tie holes that are custom formed profiles The grade of steel used for both profiles is S 355 equal. The calculation verifies the strength adequacy of the member s bases on vendor data that has been. attached to this note for reference, Analysis of the vertical beam has been performed using STAAD where in the tie positions are identified.
as supports and load corresponding to a tributary width of 1 m has been applied Verification has been. performed using hand calculations,DESIGN STANDARD,Design code BS 5950. DESIGN SUMMARY, The design concludes that the members proposed are adequate to support the identified loads. REFERENCE DOCUMENT,Die drawing for vertical profile. SF 7008 02 Rev 0 Panel Section Plate,SF 7006 05 Rev 0 Steel Panel Fabrication Details. CHECK HORIZONTAL MEMBER,Size 100 x 50 x 2 5 mm thick.
Properties,Ixx 95 15 cm4,Zxx 19 03 cm3,Area 7 25 cm2. Shear Area SA 5 cm2,E 205 kN mm2,Pressure 80 kN m2. Spacing 0 3 m,Span 1 2 m,Applied Force 0 3 x 80 24 kN m w. Moment M wl2 8 24 x 1 22 8 4 32 kNm Service,Shear V wl 2 24 x 1 2 2 14 4 kN. Load Factor 1 4 hydrostatic pressure,Bending stress M Z 4 32 x 1 4 x 106 19 03 x 103.
318 N mm2 355 OK,Shear Stress V SA 14 4 x 1 4 x 103 5 x 102. 40 3 N mm2 0 6 x 355 OK,Deflection 8wl4 384 EI,8 x 24 x 12004 384 x 205 x 103 x 95 15 x 104. 5 1 mm 6 mm OK,CHECK VERTICAL MEMBER K 110523 2 5,Properties. Ixx 143 17 cm4,Zxx 50 63 cm3,Shear Area SA 5 5 cm2. E 205 kN mm2,Pressure 0 80 kN m2,Maximum Moment,for 1 m tributary as per STAAD 4 954 kNm.
Panel width 1 2 m, Effective tributary 0 6 m x 2 adjacent panels 1 2 m. Applicable moment M 4 954 x 1 2 5 94 kNm,Applicable Shear V 30 54 x 1 2 36 6 kN. Load Factor 1 4,Bending Stress M Z 1 4 x 5 94 x 106 50 53 x 103. 164 6 N mm2 355 OK,Shear Stress V SA 1 4 x 36 6 x103 5 5 x 102. 93 2 N mm2 0 6 x 355 OK,MAXIMUM TIE FORCE,For tributary of 1 m 58 2 kN.
This panel wall formwork system is suitable for concrete pressures up to 80kN m2 Its wide selection of Stenn Dio panel sizes and easy to use clamping methods combines simplicity and stability with reductions in cost time and labour Stenn Dio system elements are also extremely suitable for forming foundations The 3 0 3 6m high panels with inset tie points have proven to be particularly

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