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Presentation on theme: "FORMWORK."— Presentation transcript:

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FORMWORK - PowerPoint PPT Presentation

FORMWORK Formwork Forms are molds to receive concrete in its plastic form. Formwork is a temporary structure; as such, it is not normally shown on the drawings. – PowerPoint PPT presentation

• Forms are molds to receive concrete in its plastic form.
• Formwork is a temporary structure as such, it is not normally shown on the drawings.
• Either all-wood or some wood components
• Designated by Cross Sections, Nominal Dimensions (prior to finishing)
• After cut length wise, finishing operations reduces actual dimensions
• 2 x 4 Plank 1 1/2 x 3 1/2 ? 2 by 4 in S4S
• Lengths are multiples of 2 ft (8, 10, 12, 14, 16,)
• Specified by type and grade
• Type pine, oak, fir
• Grade Selected (A, B, C, D) and Common (1, 2, 3, 4)
• Selected (A best, D poor quality)
• Cost ? Kind, grade, size, length, milling, quantity, freight
• 4 ft wide - 8, 10, 12 ft long
• 1/4, 3/8, 1/2, 5/8, 3/4 inch thick
• Pure aluminum chemically attacked by wet concrete
• Light weight allows larger forming units
• High reuse value
• For heavy concrete work
• With reasonable care will last indefinitely
• High initial cost and high handling cost
• Normally, the forms are used more than once
• More usage of forms reduces the price
• Wood forms have less usage potential than aluminum or steel forms
• Complicated shapes of concrete are more expensive because of labor cost and reuse of forms.
• Majority of cost is _____?? Not ____??
• You have to have a construction plan to determine the reuse cycle
• Number of reused largely controls _____?? Cost.
• Do not deduct
• Intersection of beams
• Intersection of beams columns walls
• Any opening lt 100 sq. ft.
• Unit of Measurement
• Square Foot Contact Area
• Measure just contact area, not area of formwork
• Contact Area
• Wood normally measured
• Linear feet of one size
• FBM (Foot Board Measure)
• 1x12x1(long) or 144 cubic inches
• example 2x8 x 16ft long
• 1.33 BF/LF x 16 21.28 FBM
• For first use, 10 - 20 lb. Per 1000 fbm
• Additional used, 5 - 10 lb. Per fbm
• 300 - 500 ft2/gal
• Ties keep forms apart and resist bursting pressure of concrete
• Stay in concrete, pull out
• Steel bands
• w/ Nuts and clamps
• Design determines Sheathing thickness, stud size, wale size, tie size
• Use of design tables
• 1. Rate of pour
• 2. Temperature and weather
• 3. Proportions of mix and consistency
• 4. Method of placement and vibration
• Estimate the cost of formwork for concrete wall (96 x 254)
• The rate of placing concrete 4 ft/hour
• Maximum temperature of concrete 70ºF
• The wall is 9-6 high and 25-4 long.
• From design table
• Max. pressure, 664 lb/ft2
• Max. spacing of studs, 19 in, use 18 in
• Max. spacing of wales, 25 in, use 24 in
• Max. spacing of form ties, 31 in
• The 3/4 plywood sheathing will be placed with the 4 ft wide in the vertical direction and the 8 ft length in the horizontal direction.
• The total quantity of sheathing will be
• No. sheets in vertical direction, 9-6? 4/sheet 2.37, use 3 sheets
• No. sheets in horizontal direction, 25-4? 8/sheet 3.16, use 4 sheets
• No. sheets required per side, 3 x 4 12
• No. sheets required for wall, 12 x 2 24
• Studs required
• Length of wall, (25 x 12)4 304 in
• Spacing of studs, 18 in
• No. studs required per side, (304/18)1 18
• No. studs required for wall, 2 x18 26
• Lumber required, 36 pc, 2 x4 x 10 ft 240 fbm
• Wales required
• Height of wall, 114 in
• Spacing of wales, 24 in
• No. required per side, 114/24 4.75, use 5 wales
• For each wale, use 2 pc of 2x4 x 12 ft
• and 2 pc of 2x4 x 14 ft lumber
• Lumber required
• 20 pc, 2x4 x 12 ft 160 fbm
• 20 pc, 2x4 x 14 ft 187 fbm
• Total lumber 240 160 187
• Add 10 to 20 for misc. (sills, spliceetc)
• Total quantity of lumber
• 587 0.2 x 587
• Number of ties needed
• If we use 4000 lb ties
• Number of ties
• Quantity of Nails
• 704 x 10 lb/1000fbm
• Plywood required 24 sheets
• Lumber required 704 fbm
• Nails required 7 lbs
• Ties required 51

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Formwork is a temporary mold into which concrete is poured and shaped. It must be strong enough to support the weight of wet concrete and construction loads. Common materials for formwork include timber, steel, plastic, and aluminum. Proper construction and removal of formwork is important for quality, safety, and economy of concrete structures. Failure to properly brace, support, or remove formwork can lead to collapse during construction. Read less

More Related Content

• 1. FORMWORK/SHUTTERING CMR COLLEGE OF ENGINEERING AND TECHNOLOGY PRESENTATION BY: N.NATESH(12H51A0142)
• 2. CONTENTS • DEFINITION OF FORMWORK • REQUIREMENTS OF A GOOD FORMWORK • CATEGORIES OF FORMWORK • TYPES OF FORMWORK • PROCESS OF FORMWORK CONSTRUCTION • DESHUTTERING • FAILURE OF FORMWORK • SAFETY PRECAUTION
• 3. DEFINITION OF FORMWORK Formwork is a mould or open box, like container into which fresh concrete is poured and compacted.  When the concrete is set, the formwork is removed and a solid mass is produced in the shape of the inner face of the formwork. It should be capable of carrying all imposed dead and live loads apart from its own weight.
• 5. REQUIREMENTS OF A GOOD FORMWORK  Materials should be cheap and reusable.  Swelling and shrinkage should be minimum .  Surface should be smooth, and afford easy stripping.  Light in weight, so that easy to transfer.  It should be practically water proof, so that it should not absorb water from concrete.  The material of formwork should not warp or get distorted when exposed to the elements.  The joints in the formwork should be tight against leakage of cement grout.  Deflection should be minimum.
• 6. CATEGORIES OF FORMWORK CONVENTIONAL: The formwork is built on site out of timber or moisture- resistant particle board. It is easy to produce but time-consuming for larger structures, and the plywood facing has a relatively short lifespan. It is still used extensively where the labour costs are lower than the costs for procuring reusable formwork.
• 7. MODERN-DAY FORMWORK: This formwork system are mostly modular, which are designed for speed and efficiency. The main types of formwork systems in used now are  Table form/flying formwork  System column formwork  Slip formwork  Tunnel formwork
• 10. SLIP FORMWORK
• 11. ENGINEERED/PRE-FABRICATED FORMWORK: This formwork is built out of prefabricated modules with a metal frame (usually steel or aluminium) and covered on the application (concrete) side with material having the wanted surface structure (steel, aluminium, timber, etc.).
• 12. Major objectives considered in formwork  Quality  Safety  Economy
• 13. Quality: Forms must be designed and built with sufficient stiffness and accuracy so that the size, shape, position, and finish of the cast concrete are maintained. Safety: Forms must be built sufficient strength and factor of safety so that they have the capable of all supporting loads. Economy: Forms must be built efficiently, minimizing time and cost.
• 14. TYPES OF FORMWORK MATERIALS  TIMBER  STEEL  PLASTIC  ALUMINIUM
• 15. TIMBER FORMWORK:  Most common material used for bracing the member, hence called as the traditional formwork.  Can easily be cut to size on site.
• 17. ADVANTAGES OF TIMBER FORMWORK:  Easy handling because its light weight.  Easy to disassemble.  Damaged parts can be replaced with new one.  It has good thermal insulation which makes it useful to be used in colder regions.  Reduced site labour.  Can be built to exceed 60 year design life.
• 18. DISADVANTAGES OF TIMBER FORMWORK:  Can’t be used for long, have limited reuse.  If timber is dry, it will absorb moisture from wet concrete which could weaken the resultant concrete member.  Timber with high moisture content (more than 20% moisture content), wet concrete will shrink & cup leading to open joints & leakage of grout.
• 19. STEEL FORMWORK:  Steel forms are stronger, durable and have longer life than timber formwork and their reuses are more in number.  Steel forms can be installed and dismantled with greater ease and speed.
• 21. ADVANTAGES OF STEEL FORMWORK:  Very strong and able to carry loads  Easy to be fixed.  Uniform size and surface.  Can be used for more number of times.  More durable than timber formwork.  No shrinkage of formwork occurs.
• 22. DISADVANTAGES OF STEEL FORMWORK:  More expensive than wood.  Due to high weight handling is difficult.  Excessive loss of heat.  Limited size and shape.
• 23. PLASTIC FORMWORK:
• 25. ADVANTAGES OF PLASTIC FORMWORK:  Light weight.  Reusable.  Chemical resistant.  Fungus and termites resistant.  Can be easily cut and nail by using wood working.  Damages on the formwork can be easily removed.  Very useful for complex shaped and special features.
• 26. DISADVANTAGES OF PLASTIC FORMWORK:  Expensive at first.  Load carrying capacity low.  Damage the plastic by the heat.
• 27. ALUMINIUM FORMWORK:  Aluminium is strong and light, and consequently fewer, supports and ties are required.
• 29. ADVANTAGES OF ALUMINIUM FORMWORK:  Monolithic crack free structures.  Doesn’t require timber or plywood for construction activities.  Casting of walls and slabs possible simultaneously.  Doesn’t required skilled labour.
• 30. DISADVANTAGES OF ALUMINIUM FORMWORK:  Architectural changes are not possible on the structure.  Due to the tremendous speed of construction, working capital finance needs to the planned in advance.
• 31. PROCESS OF FORMWORK CONSTRUCTION FORMWORK FOR VARIOUS STRUCTURAL MEMBERS
• 32. FORMWORK FOR WALL It consists of -Timber sheeting -Vertical posts -Horizontal member -Rackers -Stakes -Wedges
• 33. Wall formwork and its components
• 34. Wall formwork
• 35. FORMWORK FOR COLUMN  It consists of -Side and end planks -Yoke -Nuts and bolts  Two end and two side planks are joined by the yokes and bolts.
• 36. Erection sequence for a column: Prior to positioning column formwork check that steel for the column has been inspected and cleared f or casting. - Position formwork for the column from predetermined grids. - Plumb formwork both ways and securely support using adjustable steel props. - The propping angle should be 45° to the floor. - Ensure the steel props are safely secured to the column formwork and the floor, and that adjustment for pushing and pulling is operational. - Set out the positions of column clamps from a storey rod. - Transfer the column clamp positions from the storey rod onto column formwork. - Use nails to support the arms of column clamps while wedging. - Position and wedge the bottom, middle and top clamps sets. - Check the formwork at the top for square. - Position and wedge the remainder of the column clamps. - Using a plumb bob suspended from a gauge block plumb the column  When all the column formwork is securely propped a final check must be ma de for plumb and column alignment before and immediately after the concrete has been poured and vibrated.
• 37. Formwork for staircase  Points to consider when designing staircase formwork: Stair formwork must support the weight of concrete. Because of the slope of the stair, some of the force is transmitted to the sideways. All formwork must be well tied together to prevent sideway movement.
• 39. Erection sequence for a beam:  Marking out and setting height for formwork  Assemble and position props, adjustable head jacks, formworks, bearers and spreaders.  Construct and erect sidewalls and beam soffit.  Position of sole plates.
• 40. DESHUTTERING  “DESHUTTERING” means the process of removing the shuttering. Order and method of removing formwork:  Shuttering forming vertical faces of walls, beams and columns should be removed first. Shuttering forming soffit to slab should be removed next.  Shuttering forming soffit to beams or other heavy loaded members should be removed in the end.
• 41. Time of removal of formwork: Sl. 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
• 42. Cost of formwork: For normal works formwork costs about 30-40% of the concrete cost.
• 43. Failure of formwork
• 44.  Generally some unexpected event causes one member to fail, then others become overloaded or misaligned and the entire formwork structure collapses.  Vibration.  Inadequate bracing.  Unstable soil under foundations.  Inadequate control of concrete placement.  Lack of attention of formwork details.  Inadequate cross bracing and horizontal bracing of shores.  Passing traffic.  Movement of workers and equipment on the formwork.
• 45. SAFETY PRECAUTION  Material used for the construction of formwork must fulfill the specification.  Formwork is fixed firmly and properly.  Construction area must be protected to prevent vandalism of formwork.  Warning sign must be put up at the area where the formwork is fixed to prevent entrance of people that may damage the formwork.  The formwork must be inspected before the concrete is poured.

Formwork For Concrete

Feb 21, 2012

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2. Temporary Structures (TS). DefinitionAny means or methods which provide temporary support, access, enhancement, or otherwise facilitate the construction of permanent structures.NecessityTS form the interface of design and construction. Most permanent structures simply could not be built without TS..

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Presentation Transcript

1. 1 Formwork For Concrete INTRODUCTION

2. 2 Temporary Structures (TS) Definition Any means or methods which provide temporary support, access, enhancement, or otherwise facilitate the construction of permanent structures. Necessity TS form the interface of design and construction. Most permanent structures simply could not be built without TS.

3. 3 Temporary Structures (continued) Impact on Schedule, Cost, and Quality Losses in time and money will occur if the TS are not planned and coordinated with the same degree of thoroughness as the permanent structures. Safety Failure of TS have been responsible for hundreds of deaths on construction sites. Safety should be the overriding priority of contractors and designers responsible for implementing TS.

4. 4 Categorizing Temporary Structures Several common types of work which occur on construction sites are: Formwork Falsework falsework generally serves to support massive structural members until such time as these have attained sufficient load-bearing capacity; and to sustain the loads which occur in the course of the erection or removal of structures, as imposed by structural members, construction and handling equipment, and by temporary storage of building materials, components and equipment.� Rigging Scaffolding Excavation support

5. 5 Responsibility The norm in the construction industry is to place the responsibility for TS solely on the general contractor. However, architects and engineers must at least have formulated their own method of construction. Cast �in-place Precast Tilt-up Coordinating the design of permanent structure with the TS that will be required can lead to more efficient and cost effective construction.

6. 6 Design Consideration Safety Designers must place the first priority on safety. OSHA codes, as well as other codes in the industry, provide stringent performance specifications (how the system should work) regarding TS. Cost TS can be the most expensive part of some construction projects. Designing cost-effective solutions to TS problems could easily be the competitive advantage of a contractor over others. The designer must have a thorough knowledge of all the options which will sufficiently solve the TS problem.

7. 7 Design Consideration (continued) Unique Design Challenges TS are subject to unique loading conditions which do not apply to a permanent structure (fluctuating or dynamic loads, impact loads, loads which change position). Working within spatial constraints- Cramped sites require the most efficient TS so that workers still have room to maneuver safely. Uncertainty of soil conditions- It is always possible that an unforeseen condition could arise during an excavation. Designers must include an appropriate factor of safety in their calculations or they may consider contingency plans for changing soil conditions.

8. 8 The Contractor In many cases the contractor is the only member of the construction team with considerable experience and practical knowledge of TS. The contractor must hire his or her own engineer, if the specifications or building codes require one, or self perform the design of TS. The most complex TS are often handled on a design-build basis. The design-build situation is optimal because it guarantees coordination between design and construction.

9. 9 Concrete Formwork (FW) Forms are TS that provide containment for the fresh concrete and support it until it can support itself. Forms must be designed to support loads of the fresh concrete, equipment, workers, impact of various kinds, or sometimes wind without collapse or excessive deflection. The cost of FW is between 40% to 60% of the cost of concrete structure. Design of a good forming system could both expedite a project as well as reduce costs.

10. 10 Formwork Requirements - 1 Safety � FW must be: Strong ( to carry the full load and side pressure from freshly placed concrete, together with construction traffic and equipment). Sound (made of good quality, durable materials).

11. 11 Formwork Requirements - 2 Quality � FW must be: Accurate (within specified tolerances for form dimension) Rigid (adequately braced and tied to prevent movement, bulging, or sagging during construction). Tight Jointed (to prevent cement paste leakage which disfigures the surface of concrete). Properly Finished (to provide a concrete surface of good appearance).

12. 12 Formwork Requirements - 3 Economy � FW must be: Simple (simple to erect and dismantle) Easily handled (the sizes of units should not be too heavy to handle) Standardized (ease of assembly and possibility of reuse)

13. 13 Causes of Failures Improper stripping and shore removal Inadequate bracing Vibration Unstable soil under mudsill, shoring not plumb Inadequate control of concrete placement. Rate of vertical placement of concrete can develop excessive lateral pressure????

18. 18 Planning for Formwork The contractor should plan FW at the time of making bid considering the following factors: Placing schedule and stripping time requirements Capacity of equipment available to handle form sections and materials Capacity of mixing and placing equipment Construction joints Reuse of forms as affected by stripping time Relative merits of job-built, shop-built and ready-made forms. Weather (protection requirements and stripping time) Compare alternative methods to determine the most efficient plan.

19. 19 Key area of Cost Reduction - 1 Planning for maximum reuse A form designed for max reuse is stronger and more expensive, but it can save on the total form cost. Economical form construction Shop-built (greatest efficiency in working conditions and in the purchase and use of materials and tools) Shop area on the site (form sections too large or transportation cost too high) Job-built (for small jobs, or where forms must be fitted to terrain)

20. 20 Key areas of Cost Reduction - 2 Buying prefabricated forms(large number of reuses) Renting prefab forms(better flexibility in regulating volume of work) Setting and stripping Repetition of the same functions to increase the crew efficiency as the job progresses Use of metal clamp or special wedge pin connections that are secure, yet easy to assemble and dismantle Add extra features that make handling, erection, and stripping easier (handles, lifting eyes)

21. 21 Other costs affected by FW - 1 Cranes and Hoists Size of form sections should be limited to the capacity of the largest crane planned for the job. Stair towers may be completed early in the schedule to be used for moving men and materials. Leave one bay open to permit mobile crane and concrete truck movement. Bar Setting Form design can permit the rebar to be pre assembled before installation (more favorable condition)

22. 22 Other Costs affected by FW - 2 Concrete Placement High lifts in wall construction make placing and vibration difficult. Placing rate is limited by form design. Other Trades The plan should permit other trades to perform their work efficiently and minimize interruptions in placing.

23. 23 Loads and Pressures on Forms Lateral pressure exerted by plastic �liquid� concrete Rate of Placement Temperature of concrete Low temperatures produce delayed set, greater lateral pressure at base of form Placement height Hydrostatic pressure Vibration increases lateral pressure

24. 24 Maximum lateral pressure at any elevation Walls � rate of pour less than or equal to 7 ft per hour P = 150 + 9000R/T Walls � rate of pour greater than to 7 ft per hour P = 150 + 43,400/T + 2800R?T Maximum P = lesser of 2000 psf or 150h P � max lateral pressure, psf R � rate of placement, ft/hr T � temp. of concrete in forms, F h � max. ht. of fresh concrete in form, ft

25. 25 Column Forms Maximum lateral pressure at any elevation Columns P = 150 + 9000R/T Maximum P of 3000 psf, a minimum of 600 psf, but in no case greater than 150h. P � max lateral pressure, psf R � rate of placement, ft/hr T � temp. of concrete in forms, F h � max. ht. of fresh concrete in form, ft Maximum ht. Of a single lift recommended for a column pour is 18 ft. within a two-hour period.

26. 26 Example- Rate of Placement Calculate the rate of pour for a section of shear wall on the 12th floor of a high rise building. Assume the distance from the ground to the top of the wall is 168 ft. A tower crane using two buckets, each with a capacity of 1.5 cy, has a rate of travel of 90 ft/min up and 120 ft/min down. Assume a pick-up time of 20 sec. and a dump time of 5 minutes Wall height is 14 ft, wall thickness is 10-in. and wall length is 60 ft.

27. 27 Example- Concrete Pressure Calculation The shear wall of height 14 ft, wall thickness of 10-in. and wall length of 60 ft. is poured at a rate of 5.65 ft/hr. Calculate the maximum pressure developed in the concrete form assuming a concrete temperature of 55F. Determine the height to which this maximum pressure will extend.

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Plastic Modular Formwork @ Bofuform

Plastic Modular formwork is an easy and intuitive system of PC-ABS formworks for building concrete walls, basements, columns, slabs, etc., Compared with the traditional plywood or steel systems, plastic modular formwork is handier, average cost effective and faster to set up, save time and labor. BOFU plastic modular formwork has panels of various sizes, fastened together by fast-lock nylon handles. Due to the several possible panel combinations and special inner and outer corner elements, the possible wall thickness goes from 10 to 40 cm.

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Mivan formwork

The usage of Mivan Formwork primarily revolves around three vital factors – strength, safety and speed. Visit Us: http://navkaargroup.in/product-category/aluminium-formwork-system/

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Contemporary Concrete House in Insulated Formwork

The use of insulated concrete form house plans for the construction of concrete houses is probably the best technique for building healthy, sustainable and energy efficient homes.

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Beizhu group was founded in 1988, is located in Taiyuan City, Shanxi Province, is a manufacturer of plastic construction formwork. Covering area is about 12000 square meters, with more than 500 employees, is one of the largest manufacturers of China casting.

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Aluminium Shuttering | Aluminium Formwork System

Hi-Reach aluminium Shuttering is a versatile solution for forming concrete structures in a cost effective and efficient manner. Shuttering is the best choice for both high and low-rise construction projects.It can be easily applied to simple column, beam and slab constructions. Website :http://www.hireach.in/modular.php Contact No- 91-9313304895 Phone : 91 11 46619100/41708975/76 Email : [email protected] Address: Hi-Reach House, D-147, Okhla Industrial Area, Phase-1, New Delhi, 110020

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What is Formwork?

We are leading civil and structural engineering offshore consultancy. We offer clients a service to include initial concept design, structural surveys, outline design for planning and building control applications, detailed design.

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Formwork Contractor Company

Formwork in construction is the use of support structures and moulds to create structures out of concrete which is poured into the moulds. Formwork can be made using moulds out of steel, wood, aluminium and/or prefabricated forms. Formwork is an ancillary construction, used as a mould for a structure. Brosna Formwork Contractors Company is the premier provider of formwork services in Perth, Western Australia. Our services include concrete formwork, steel fixing, formwork concrete walls, concrete foundations, concrete floors and provides full package solutions for infrastructure, civil, regional formwork projects. http://www.brosnaconstruction.com.au/formworkperth/

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formwork accessories

Formwork accessories are required in the manufacture of in-situ material factor in order to maintain the wall thickness and to hook the formwork. Exporter of Formwork Accessories - Tie Rod, Steel Cone, Formwork Plastic Cone offered by Tradex Scaffolding , DUBAI http://www.tradexscaffolding.com/accessories/

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Managing risks of formwork

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BACTERAL CONCRETE- A CONCRETE FOR THE FUTURE

BACTERAL CONCRETE- A CONCRETE FOR THE FUTURE. -BY NILESH R. KAUTHE S.E.CIVIL ROLL NO.33. CONTENTS. ABSTRACT INTRODUCTION PRINCIPLE APPLICATIONS EXPERIMENTAL INVESTIGATIONS SEM EXAMINATIONS CONCLUSIONS LIMITATIONS FUTURE SCOPE REFERENCES. ABSTRACT.

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FORMWORK for Civil Engineering Construction Works

FORMWORK for Civil Engineering Construction Works. Dr V Srinivasa Reddy Professor of Civil Engineering GRIET Lecture 1. Code Standards on Formwork. INTERNATIONAL STANDARDS

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Infrastructure Formwork

Infrastructure Formwork is available and hire for construction of residential, commercial and industrial sites. These Shuttering plates and Infrastructure Formwork for hiring are made using high tensile and powerful steel to support various casting, avoiding any kind of danger, thereby ensuring safety. https://www.translitescaffolding.com/girder-shuttering/

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Global Plastic Formwork Market

Global Plastic Formwork Market was valued US$ xx Mn in 2019 and is expected to reach US$ xx Mn by 2027, at a CAGR of 3.1 % during a forecast period.

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The Benefits of Using Formwork for Construction Projects

We are providing high performance products is Lightweight Colom Formwork ,Lightweight Modular Wall Formwork, Slab Formwork, Framed Lift Formwork, FRP Round Column Formwork, Beam Column Formwork, Adjustable Aluminum Column Formwork, Bridge pier Formwork Shuttering, And many more

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Comparison between Aluminium Formwork and Traditional Formwork

In the construction industry, formwork plays a crucial role in shaping concrete structures during the building process. Two popular formwork options used by contractors and builders are aluminium formwork and conventional formwork. Each method has its own set of advantages and considerations. In this infographic, we will explore the key differences between aluminium formwork and conventional formwork, providing you with insights to help you make an informed decision based on your construction needs.

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Concrete for Footings

Build your foundation on strength with our premium concrete for footings. Crafted to endure, our specialized mix ensures stability for your structures, ensuring a solid groundwork for your projects. Visit https://unitedconcretemix.com/ for details.

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