1. 1. Application & Comparison of different Formwork System used within Indian Construction Industry A Project Report Submitted by: ABHISHEK SHAH 090670106002 ABHISHEK ASNANI 100673106003 RUDRADATTSINH CHUDASAMA 090670106049 MANISH VALAND 090670106043 1
2. 2. SAL INSTITUTE OF TECHNOLOGY AND ENGINEERING RESEARCH AHMEDABAD Gujarat Technological University December 2012 In fulfillment for the award of the degree Of BACHELOR OF ENGINEERING In CIVIL ENGINEERING DEPARTMENT 2
3. 3. About the project site: Name of the project site: Mondeal Square, HN Safal Location: Near Karnavati Club, S. G. Highway, Ahmedabad. About the project site: Premium business landmark of Ahmedabad. Exclusively designed for business persons. No of floors is Ground+11 floors Designed by the German Architecture Blocher & Blocher. Structure Consultant is Mr. N.K.Shah Project Manager is Mr. Akshay Desai. 3
4. 4. Chapter 1 Introduction to Formwork 4
5. 5. 1. Introduction: 1.1 Definition of Formwork: When concrete is placed, it is in plastic state. It requires to be supported by temporary supports and castings of desired shape till it becomes sufficiently strong to support its own weight. This temporary casing is known as the formwork or forms or shuttering. 1.2 General Introduction: Formwork plays a key role in concrete construction. Forms are the moulds & dies of concrete construction. They mould the concrete to the desired size & shape & control its alignment & position. Formwork also carries the weight of freshly placed concrete and itself besides live load due to materials, equipment and workmen 5
6. 6. 1.3 Importance of Formwork: In the Construction of any building concreting and reinforcement binding is the main activity after that to hold them in their position Formwork is most important Formwork constitutes 20% of the standard cost and 60% of the time in concrete construction. Thus a good formwork system helps in achieving speed, quality, economy and safety in reinforced concrete construction 6
7. 7. 1.4 Requirement of Formwork: To obtain the required shape, size, finish, position and alignment of concrete members. To have enough load carrying, or transferring capacity to take pressure or weight of fresh concrete and any other loads, without distortion, deflection, leakage, failure or danger to workmen. To have design for quick erection and removal. To handle easily using available equipment or manpower. Joints between formwork must be tight enough to prevent leakage of grout.
8. 8. 1.5 Based on material Various Types of Formwork are : Plywood (Fig-1.1) Bamboo (Fig-1.2) Steel (Fig-1.3) Aluminium (Fig-1.4) Plastic (Fig-1.5) 8
9. 9. Plywood : Fig-1.1 Plywood Formwork 9
10. 10. Bamboo: Fig-1.2 Bamboo Formwork 10
11. 11. Steel: Fig-1.3 Steel Formwork 11
12. 12. Aluminum: Fig-1.4 Aluminium Formwork 12
13. 13. Plastic: Fig-1.5 Plastic Formwork 13
14. 14. Chapter 2 Mivan Formwork System 14
15. 15. 15
16. 16. The technology has been used extensively in other countries such as Europe, Gulf Countries, Asia and all other parts of the world. MIVAN technology is suitable for constructing large number of houses within short time using room size forms to construct walls and slabs in one continuous pour on concrete. Early removal of forms can be achieved by hot air curing / curing compounds. This facilitates fast construction, say two flats per day. All the activities are planned in assembly line manner and hence result into more accurate, well controlled and high quality production at optimum cost and in shortest possible time. 16
17. 17. Fig-2.1 Wall Assembly Details 2.3 Mivan Formwork Assembly: MIVAN aims in using modern construction techniques and equipment in all its projects. On leaving the MIVAN factory all panels are clearly labeled to ensure that they are easily identifiable on site and can be smoothly fitted together using the formwork modulation drawings. All formwork begins at a corner and proceeds from there. 17
18. 18. Chapter - 3 Procedure For Using Mivan Formwork 18
19. 19. 3.0 Procedure For Using Mivan Formwork: 3.1 PRE CONCRETE ACTIVITIES: a) Receipt of Equipment on Site The equipments is received in the site as ordered. b) Level Surveys Level checking are made to maintain horizontal level check. c) Setting Out The setting out of the formwork is done. d) Control / Correction of Deviation Deviation or any correction are carried out. e) Erect Formwork The formwork is erected on site. f) Erect Deck Formwork Deck is erected for labours to work. g) Setting Kickers kickers are provided over the beam. 19
20. 20. i. Dislodging of pins/wedges due to vibration. ii. Beam/deck props adjacent to drop areas slipping due to vibration. iii. Ensure all bracing at special areas slipping due to vibration. iv. Overspill of concrete at window opening etc. 3.2 ON CONCRETE ACTIVITIES: 20
21. 21. A) CLEANING: All components should be cleaned with scrapers and wire brushes as soon as they are struck. Wire brush is to be used on side rails only. B) TRANSPORTING: The heaviest and the longest, which is a full height of wall panel, can be carried up the nearest stairway. Passes through void areas. C) STRIKING: Once cleaned and transported to the next point of erection, panels should be stacked at right place and in right order. D. Erecting of Formwork: After that formwork is erect again on the next floor. 3.3 POST CONCRETE ACTIVITIES: 21
22. 22. 3.4 Sequence For Striking And Erecting The Wall Mounted On Working Platform is as follows: Fig-3.4.1 Erection of Platform On 2nd Floor 22
23. 23. Fig-3.4.2 Striking of formwork 23
24. 24. Fig-3.4.3 Positioning of Platform 24
25. 25. Chapter 4 Comparison of Mivan Formwork Components with Actual Sight Photos 25
26. 26. 4.0 Comparison of Mivan Formwork Components with Actual Sight Photos: 4.1 Beam Components: 1) Beam Side Panel:- It forms the side of the beams. It is a rectangular structure and is cut according to the size of the beam FIG-4.1.1: BEAM SIDE PANEL 26
27. 27. 2) Prop Head for Soffit Beam:- It forms the soffit beam. It is a V-shaped head for easy dislodging of the formwork. FIG-4.1.2: PROP HEAD FOR SOFFIT BEAM 27
28. 28. 3) Beam Soffit Panel:- It supports the soffit beam. It is a plain rectangular structure of aluminum FIG-4.1.3: BEAM SOFFIT-PANEL 28
29. 29. 4) Beam Soffit Bulkhead:- It is the bulkhead for beam. It carries most of the bulk load. Fig-4.1.4: Beam Soffit Bulkhead 29
30. 30. 4.2 Deck Component: 1) Deck Panel:- It forms the horizontal surface for casting of slabs. It is built for proper safety of workers. FIG-4.2.1: DECK PANEL 30
31. 31. 2) Deck Prop: - It forms a V-shaped prop head. It supports the deck and bears the load coming on the deck panel. FIG-4.2.2: DECK PROP 31
32. 32. 3) Prop Length: - It is the length of the prop. It depends upon the length of the slab. FIG-4.2.3: DECK PROP LENGTH 32
33. 33. 4) Deck Mid Beam: - It supports the middle portion of the beam. It holds the concrete FIG-4.2.4: DECK MID-BEAM 33
34. 34. 5) Soffit Length: - It provides support to the edge of the deck panels at their perimeter of the room. FIG-4.2.5: SOFFIT LENGTH 34
35. 35. 6) Deck Beam Bar: It is the deck for the beam. This component supports the deck and beam. FIG-4.2.5: DECK BEAM BAR 35
36. 36. 4.3 Other Components: 1) Internal Soffit Corner:- It forms the vertical internal corner between the walls and the beams, slabs, and the horizontal internal cornice between the walls and the beam slabs and the beam soffit. FIG-4.3.1: INTERNAL SOFFIT CORNERA 36
37. 37. FIG-4.3.2: EXTERNAL SOFFIT CORNER 2) External Soffit Corner:- It forms the external corner between the components 37
38. 38. 3) External Corner: It forms the external corner of the formwork system. FIG- 4.3.3: EXTENAL CORNER 38
39. 39. 4) Internal Corner: - It connects two pieces of vertical formwork pieces at their exterior FIG-4.3.4: INTERNAL CORNERS 39
40. 40. 4.4 Wall Components: 1) Wall Panel: It forms the face of the wall. It is an Aluminium sheet properly cut to fit the exact size of the wall Fig- 4.4.1: WALL PANEL 40
41. 41. 2) Rocker: It is a supporting component of wall. It is L-shaped panel having allotment holes for stub pin. Fig- 4.4.2: ROCKER 41
42. 42. 3) Kicker: It forms the wall face at the top of the panels and acts as a ledge to support Fig-4.4.3: KICKER 42
43. 43. 4) Stub Pin: It helps in joining two wall panels. It helps in joining two joints Fig-4.4.4: STUB PIN 43
44. 44. Chapter 5 Design, Specification, & Work Cycle 44
45. 45. 5.2 Specifications: 1) Aluminium thickness: 0.06 0.08 0.10 0.12 0.15 0.18 0.21 0.25 0.30 0.35 0.40 0.45 0.50mm 2) Panel thickness: 3, 4, 5mm 3) Standard size:-1220x2440x3mm -1220x2440x4mm -1220x2440x5mm 45 5.0 Design, Specification, and Speed of Construction (Work Cycle): 5.1 Design Aspects of Mivan: 5.1.1 Buildings are compared as: i) Conventional RC columns, beams, and slab construction (RC moment resisting framed structure) ii) RC load-bearing walls and slabs.
46. 46. 5.3 Work cycle: 5.3.1 The system usually follows a four day cycle: Day 1: The first activity consists of erection of vertical reinforcement bars and one side of the vertical formwork for the entire floor or a part of one floor. Day 2: The second activity involves erection of the second side of the vertical formwork and formwork for the floor Day 3: Fixing reinforcement bars for floor slabs and casting of walls and slabs. Day 4: Removal of vertical form work panels after 24hours, leaving the props in place for 7 days. 46
47. 47. Fig-5.4.1: Building Finishes Due To Mivan Formwork 5.4 Quality Advantage of Mivan: High quality Formwork panels ensure consistency of dimensions. The high tolerance of the finish means that no further plastering is required.
48. 48. 5.5 The Advantages of Mivan Formwork system: The MIVAN formwork is specifically designed to allow rapid construction of all types of architectural layouts. 1) Cost effective. 2) It is more effective for mass housing to be done quickly. 3) Great construction speed. 4) High quality finish. 5) Erected using unskilled labor. 6) Panels can be reused up to 250 times. 48
49. 49. 5.6 Limitation of Mivan Formwork: 1) Because of small sizes finishing lines are seen on the concrete surfaces. 2) It requires uniform planning as well as uniform elevations to be cost effective. 3) Modifications are not possible as all members are caste in RCC. 4) Due to box-type construction shrinkage cracks are likely to appear. 5) Heat of Hydration is high due to shear walls. 49
50. 50. Chapter 6 Conventional ( Traditional ) Formwork system 50
51. 51. 6.0 Conventional ( Traditional ) Formwork system: 6.1 In concrete construction formwork is commonly provided for the following structural members. Foundations Wall Column Slabs & Beams Stairs 51
52. 52. 6.1.1 Formwork for foundation Wall foundations It consists of - Plywood Sheeting - Struts Column Foundations It consists of - Side Supports - Side Planks - Cleats 52 Cleat Side Planks Side Support
53. 53. Fig - 6.1.4 Formwork for wall 53 6.1.2 Formwork for Wall: It consists of Timber sheeting Vertical posts Horizontal members Wedges
54. 54. 6.1.3 Formwork for Column : Fig-6.1.6 Formwork for Column It consists of : Side & End Planks, Yokes, & Nut-Bolts Two end & two side planks are joined by the yokes and bolts. Yokes are the horizontal member which gives support to the side & end planks. Yokes are connected to each other by the help of nut & bolts. 54
55. 55. 6.1.4 Formwork for Slabs & beams It consists of Sole plates Wedges Props Head tree Planks Batten Ledgers Beam formwork rests on head tree Slab form work rests on battens and joists 55
56. 56. Fig-6.1.10 Formwork for Slab & Beam 56
57. 57. 6.1.5 Formwork for Stairs It consists of Vertical & inclined posts Inclined members Wooden Planks or sheeting Stringer Riser Planks 57
58. 58. 6.2 Removal of formwork Time of formwork removal depends on the following factors 1.Type of Cement 1.Rapid hardening cements require lesser time as compared to OPC (Ordinary Portland Cement) 2.Ratio of concrete mix 1.Rich ratio concrete gain strength earlier as compared to weak ratio concrete. 3.Weather condition 1.Hydration process accelerates in hot weather conditions as compared to cold and humid weather conditions 58
59. 59. Fig- 6.2.1 Removal of Formwork 59
60. 60. Sr. No Structural Member OPC (Ordinary Portland Cement) Rapid Hardening Cement 1 Beam sides, walls & Columns 2-3 Days 2 Days 2 Slab (Vertical Supports remains intact) 4 Days 3 Days 3 Slab (Complete Formwork removal) 10 Days 5 Days 4 Beams (Removal of Sheeting, Props remains intact) 8 Days 5 Days 5 Beams & Arches (Complete formwork removal) (up to 6 m span) 14 Days 5-8 Days 6 Beams & Arches (Complete formwork removal) (more than 6 m span) 21 Days 8-10 Days 6.3 Time of Removal of formwork 60
61. 61. Work on which would be carried out in next semester : Applications and comparison among different types of formwork system with its merits and demerits of one or two of following formwork system. Doka formwork system. Peri formwork system. Coffor formwork system. Tabla formwork system. Slip formwork system. 61
62. 62. COFFOR Construction Technology Pvt. Ltd 62 COFFOR INNOVATIVE STAY-IN-PLACE FORMWORK
63. 63. COFFOR is a patented structural stay in place formwork system to build load bearing monolithic structures. About COFFOR Technology
64. 64. It is composed of 2 filtering grids made of rib lathe reinforced by vertical stiffeners. About COFFOR Technology The grids are connected by articulated rebar loops and connectors that fold for cost effective transportation.
65. 65. Different Parts of COFFOR Formwork System 65
66. 66. COFFOR Construction Technology Pvt. Ltd 66 Part 1: C-Profile This are vertical stiffeners, They are made up of 0.6 mm thick GP sheet. Area of profile is 60.6 mm2 (i.e > 8 mm tor bar)
67. 67. COFFOR Construction Technology Pvt. Ltd 67 Part 2: Rebar Rebar's are horizontal stiffeners. They are 5 mm MS bars.
68. 68. COFFOR Construction Technology Pvt. Ltd 68 Part 3: Connector They connects C profile & Rebar. They are made up of 1.6 thick CRCA plate.
69. 69. COFFOR Construction Technology Pvt. Ltd 69 Part 4: Rib Mesh Rib meshes are filtering grids. They are made up of 0.42 mm thick GP sheets
70. 70. COFFOR Construction Technology Pvt. Ltd Pane l Type T (m m) A (m m) B (m m) W (m m) H (mm ) C 10 100 200 100, 200 300, 500, 700, 900 , 1100 0.5 m To 5 m C 16 160 200 100, 200 C 20 200 200 100, 200 C 25 250 200 100, 200 T H A W T B
71. 71. COFFOR Construction Technology Pvt. Ltd 71
72. 72. Installation of COFFOR Panels
73. 73. COFFOR Construction Technology Pvt. Ltd 73 Individual Bungalow Strip Footing for Coffor Panel Installation Panel Installation up to Plinth
74. 74. COFFOR Construction Technology Pvt. Ltd 74 Individual Bungalow Support provided to the panels Structure Post-Concreting
75. 75. COFFOR Construction Technology Pvt. Ltd 75 Individual Bungalow Installation of wall panels up to slab level Easy insertion of electrical / plumbing connections
76. 76. COFFOR Construction Technology Pvt. Ltd 76 Individual Bungalow Support & Concrete pouring of walls & slab at one go Monolithic Structure
77. 77. Applications of COFFOR
78. 78. COFFOR Construction Technology Pvt. Ltd 78 Individual Bungalow Plastering is required All kind of finishing is possible
79. 79. COFFOR Construction Technology Pvt. Ltd 79 P+4 Residential Apartment
80. 80. COFFOR Construction Technology Pvt. Ltd 80 P+4 Residential Apartment
81. 81. www.cofforindia.com 81 P + 4 Apartment
82. 82. Storm Water Drainage www.cofforindia.com 82
83. 83. Radius Architectural Designs COFFOR Construction Technology Pvt. Ltd 83 Various architectural designs can be easily done with Coffor Installation of panels for underground storage tank
84. 84. Radius Architectural Designs COFFOR Construction Technology Pvt. Ltd 84 Post concrete pouring Storage tank for explosive material in Vadodara, Gujarat
85. 85. Utility Chambers COFFOR Construction Technology Pvt. Ltd 85
86. 86. Utility Chambers 86
87. 87. COFFOR Construction Technology Pvt. Ltd 87 Shaped Wall Various shapes/designs are possible with Coffor for door/windows openings
88. 88. COFFOR Construction Technology Pvt. Ltd 88 Compound Wall Panel Installation in Nasik, Maharashtra Concrete pouring in progress
89. 89. Inclined Roof COFFOR Construction Technology Pvt. Ltd 89
90. 90. Slabs & Lintels COFFOR Construction Technology Pvt. Ltd 90
91. 91. COFFOR Construction Technology Pvt. Ltd 91 Swimming Pool
92. 92. COFFOR Construction Technology Pvt. Ltd 92 Water Purification Tank
93. 93. COFFOR Construction Technology Pvt. Ltd 93 Water Purification Tank
94. 94. Water Tanks COFFOR Construction Technology Pvt. Ltd 94
95. 95. Less Volume Required No Shuttering Required No Crane Required Minimum Reinforcement Less allied accessories required
96. 96. Multiple Creative possibilities Semi-skilled labours required Less no of labours required No honey comb in concrete Easy installation of Electric and plumbing lines Rapid Concrete Shrinkage
97. 97. Over all reduction in construction time Higher Seismic Resistance All types of Finishing Possible
98. 98. L & T DOKA FORMWORK L&T INDIA DOKA - AUSTRIA
99. 99. TYPES OF FORMWORK SYSTEMS STAIR TOWER WALL & COLUMN FORMWORK CLIMBING FORMWORK FLEX SYSTEM HEAVY DUTY TOWER ACCESS SCAFFOLD
100. 100. Kind of Formwork: SUBSTRUCTURE FORMWORK COLUMN FORWORK LIFTWALL FORMWORK BEAM FORMWORK SLAB FORMWORK STAIR CASE FORMWORK
101. 101. SUBSTUCTURE FORMWORK STUB COLUMN STEEL WALERS & H 20 BEAM SIDE SUPPORT, PROP
102. 102. FOUNDATION FORMWORK
103. 103. 1. FLOOR FORM 2. FORM CLIP 3. FLOOR FORM CORNER 3 2 1
104. 104. 4. PIPE WALER CLAMP 5. PIPE WALER SIZE 3000,2000,1500 SIZES 1200,900,600 LAPPING PLATE 4 5
105. 105. 7. WALER CONNECTOR6. STEEL WALER 7 6
106. 106. 9. HEAD ADOPTER ASSEMBLY 8. CT PROP TYPES CT 250, CT 300, CT 340, CT 410 10. FOOT ADOPTER ASSEMBLY 8 9 10
107. 107. COLUMN / WALL FORMWORK
108. 108. 1. H BEAM (H-16 / H 20) 4. CT PROP Types CT 250, CT 300, CT 340, CT 410, 3. TOP SCAFFOLD BRACKET 60 6. LIFTING BRACKET 1 2 2. STEEL WALER 3 4 6 5. FLANGE CLAW ASSEMBLY 5 1 3
109. 109. COLUMN 7.SPLICE PLATE 8.ANGLE PLATE U 9. UNIVERSAL OUTSIDE FIXING 10.UNIVERSAL INSIDE CORNER 10 8 9 7
110. 110. CONNECTING PIN 11 12 11.HEAD ADOPTER ASSEMBLY ANCHOR PLATE 12.FOOT ADOPTER ASSEMBLY WING NUT
111. 111. TIE ROD CONE PLUG (PVC) PLUG TO GROUT THE PVC TUBE TIE ROD TUBE (PVC) EXPENDABLE TIE SLEEVE FOR REUSABLE TIE ROD 18 MM TIE ROD CONE TO ENSURE THE PROPER FIXING OF PVC TUBES AT TIE ROD LOCATION AND TO PREVENT THE SLURRY LOSS ADJUSTABLE WALING EXTN. .65 m, 1.20 m
112. 112. COLUMN FORMWORK STEEL SHUTTER PLATES 18 MM PLY INSIDE , STEEL WALERS, H 20 BEAMS
113. 113. LIFTWALL FORMWORK PLATFORM FOR CONCRETING CT PROP 300 ALIGNMENT PROP
114. 114. SLAB FORMWORK
115. 115. SECONDARY BEAM PRIMARY BEAM BEAM FORMING HEAD CT PROP
116. 116. FLEX SYSTEM FOR RCC SLAB (Upto 4.5m Height) FOUR WAY HEAD
117. 117. FLEX SYSTEM
118. 118. 2.CT PROP Types CT 250, CT 300, CT 340, CT 410 4.FOLDING TRIPOD I 1. H BEAM (H-16 / H 20) 3.FOUR WAY HEAD 1 2 3 4
119. 119. SUPPORTING HEAD ASSEMBLY WEDGE CLAMP BEAM FORMING HEAD
120. 120. BEAM FORMING SUPPORT
121. 121. 3. ADJUSTABLE BEAM SIDE EXTN. 1. BEAM FORMING SUPPORT 2. BEAM FORMING SUPPORT EXTN. AVAILABILITY 600,800, 1000,1200 1 2
122. 122. BEAM SIDE SUPPORTS
123. 123. FLEX TABLE SYSTEM
124. 124. 18 MM PLY WOOD
125. 125. STAIRCASE FORMWORK
126. 126. WORKING PLATFORM AT HEIGHT HEAVY DUTY TOWERS (EACH HDT TOWER CARRIES 25 T LOAD)
127. 127. Sizes 0.90,1.20,1.50,1.80 M 1. BASIC FRAME 2. HORIZONTAL BRACING AND DIAGONAL BRACING 4. U-HEAD 1 2 3 4 3. FOOT PLATE SPRING LOCKED CONNECTING PIN
128. 128. 5.TOWER SPINDLE WITH LEVER NUT LOAD BEARING MEMBER FOR BEAM TO ADJUST THE HEIGHT OF TOWER 7.SHORT PROP IT IS USED IN SLAB AND BEAM FORMWORK FOR TRANSFERRING THE SLAB LOAD TO THE BEARING TOWERS THROUGH STANDARD WALERS 8.LTS-WHEEL B TO BE FIXED WITH BOTTOM FRAME OF STAIR TOWER / HDT TO SHIFT ONE PLACE TO ANOTHER PLACE 5 6 7 8 HD COUPLER BEAM SPAN 1525 6.BEAM SPAN 2230
129. 129. STAIR TOWER / ACCESS SCAFFOLD STAIR TOWER / ACCESS SCAFFOLD
130. 130. ADVANTAGES HIGH LABOR PRODUCTIVITY (APPROX 8 TO 10 SQ.M PER MAN-DAY) SIMPLE DESHUTTERING OPERATION MINIMIZES MAKING / ASSEMBLY TIME AND COST AT SITE ENTIRE ASSEMBLY CAN BE LIFTED WITH CRANE SYSTEM IS RIGID AND STABLE CLEAN ACCURATE AND SMOOTH CONCRETE FINISH
131. 131. It is a German base Company Now a days it is used in our city Ahmedabad at two places 1. BRTS Bus Stop 2. Savvy Swaraj Sports City
132. 132. Peri form materials are available in 1.Plywood as well as in 2. Steel
133. 133. Basic Components of Peri Formwork
134. 134. Cup-lock Threaded Anchor Plate Wing Nut
135. 135. Steel Waller Steel Tension Rod
136. 136. Tripod
137. 137. Tripod is the main basic component of the system. It needs hard and good resting surface. All the loads coming through the slab, beam and column is transferred to the Tripod through the CT Props.
138. 138. CT-Prop
139. 139. Height should be adjust by this jacking system through threads.
140. 140. Column Panels
141. 141. Four Way Head CT- Prop
142. 142. Slab Formwork
143. 143. Distance between 2 ct - props are 30 cms
144. 144. Trio Secondary Girder Main Girder
145. 145. Plywood Sheet supported on Secondary Beam which is supported on Primary Beam which rests on Four- head CT Props
146. 146. VT-20 Girder Plates supported on CT Props
147. 147. Two VT- 20 Girders are joined through the Steel Rod and Threaded anchor plate
148. 148. GT-24 Girder Main Props Intermediate Props
149. 149. Photo of VT-20 Girders from the Top Slab Level
150. 150. Peri Sky Deck Alluminium Forms
151. 151. Cover strip (Required when Drop head is used)
152. 152. Wall Formwork
153. 153. Wall Panel
154. 154. Arrangement of Wall Panels Before Concreting
155. 155. Two Adjacent Wall Panel
156. 156. Two Panels are joined through Cup-lock
157. 157. Two Parallel wall panels are joined through the Steel Tension Rod
158. 158. Steel Waller to Join Two Column Panels
159. 159. Joining of four panels through Cup - lock, Steel Rod, and Steel Waller
160. 160. Column Formwork
161. 161. Column Panel Supports
162. 162. Beam Formwork
163. 163. Cross Head CT Prop Beam Head Locker Tripod
164. 164. Stacking of different types of forms on Site
165. 165. Finishing Work
166. 166. Some Site Photographs
167. 167. Comparison of different kinds of Formworks used with in Indian Construction Industry 207
168. 168. BEST GOOD MEDIUM In comparison we have given the score as per below colour code
169. 169. 209 Factors Affecting Conventional Mivan Coffor Peri Doka Initial Cost Weight Re-use Maintenance cost Scrap Value Construction speed Volume of Required material Seismic Resistance Formwork Material Pilferage Formwork Material Shrinkage Possibility of Damage Handling of Equipment
170. 170. 210 Factors Affecting Conventional Mivan Coffor Peri Doka Finishing No. of labours required Reinforcement Requirement Monolithic Structure Allied Accessories Supply & Availability of Formwork During Concreting Quality Check On site assembly of formwork Labour Skill set required No of post concrete procedures BEST GOOD MEDIUM
171. 171. Conclusion of the Project
172. 172. Summary: The structural form of the building is one of the critical factors to determine the choice of formwork System products contribute much in the success of formwork application The choice and arrangement of utilizing formwork is highly depended on individual site/project environment More collaboration between client, design teams and contractor can help in the effective use of more advance formwork systems
173. 173. Thank you SIR