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Design and Construction of a Telescopic Platform

DOI: 10.4236/oalib.1104784    241 Downloads   416 Views  


A telescopic platform is equipment used in the Laboratory or Workshop to carry out different kinds of job on the ceiling e.g. fixing or replacing of electric bulbs, fixing of electric fans etc. it is also used to change streetlight on campus. Now that technology changes rapidly, the use of step ladders of different kinds with low reliability and quite a number of limitations should gradually be replaced by less expensive alternative. To this end, Telescopic Platform has been designed and constructed to meet the urgent need for replacement. Materials were locally sourced for such as Bevel gear, Sprockets, Chain, Power screw, Nut etc. and used for the fabrication, which involves welding grinding, fitting practices as well as assembly. The Telescopic Platform so produced is mobile, suitable for use on flat, sloping and terraced surfaces with high reliability. Its height can be varied within a range designed. The telescopic platform designed can offer a good capacity of 834 N with efficiency of 85% and can conveniently carry an average human weight of 736 N.

1. Introduction

The convectional platform or stepladder for internal use within building has a few imitations. It can only be used on plane surfaces. It becomes unstable on a slope or a terraced floor. Moreover, the stepladder is of fixed height. If such a platform is to be built for changing the light bulbs in a workshop which is 6.5 metres high, it will be too big for easy movement and storage. As a result of these limitations, the telescopic platform is designed such that it can be used on a plane, a sloping as well as a terraced floor. Unlike the stepladder, the platform level is adjustable. The platform can therefore be set for use at various heights. At its lowest height it is handy for ease of storage and movement.

Other devices in the same category with telescopic platform include jack which is portable hand operated device for raising heavy weight through short distances, exerting great pressure, or holding assembled work firmly in position, as in jacking up a building to prevent settling or keep in position while replacing a foundation [1]. The jack’s effectiveness stems from the ratio of the load or weight of the object raised to the amount force applied to the handle of the jack. The ratio can be made quite high by the use of a gear or screw to regulate the upward extension of the jack. A ratchet allows a heavy weight to be raised in short successive stages, with jack locking whenever force is not being applied to its handled. Though limited in capacity by the requirement of portability and ease of manual operation, a jack may be viewed to lift, or exert a force of several tonnes [2].

Another example is a crane, which is a device that not only lifts heavy objects but also shifts them horizontally. Cranes are distinct from hoists, passenger elevators and other devices intended solely or primarily for vertical lifting and from conveyors, which continuously lift or carry bulk materials such as grain and coal. Cranes have come into their present widespread application only since the introduction of steam engines, internal combustion engines, and electric motors beginning in the nineteenth century [3]. The most prominent of that class known as Derrick cranes is the jib, or boom; this is a long beam that is structurally reinforced so that it will not bend. The jib is supported or held aloft by guy wires running from its top to its vertical mast or pillar that is itself stiffly braced; the guy wires set the angle at which the jib leans. The load may also be moved from side to side by having the jib pivot or rotate on its base around the pivot, [4].

2. Literature Review

Conveyor is any or various device that provides mechanized movement of materials, as in a factory; they are used primarily in industrial applications but also in large farms, in warehousing and freight handling, and in movement of raw materials. Conveyor may be only a few inches in length, or they may be integrated systems several miles long [3]. During the 1960s, air-float conveyors were introduced consisting of a platform, or pallets, equipped with air jet underneath to provide levitation. Thus, the supported platform can be easily moved in any direction over a flat surface [4]. Belt conveyors or fabric, rubber, plastic, leather or metal are driven by a power-operated roll mounted underneath or at one end of the conveyor. The floor conveyor uses chain, cable or other linkage mounted in or close in an endless track. They are usually designed to drag the train of a four-wheeled art around in loop to carry large products or materials for assembly on the conveyor system [5]. Slat conveyors consists of endless chains, driven by electric motors operating through reduction gears and sprockets, with attached spaced slats to carry objects that will damage a bolt because of sharp edges or heavy weight, Britannica [4].

Most modern elevators are propelled by electric motors with the aid of a counterweigh, through a system of cables and pulleys by opening a decisive role in a characteristic urban geography of many modern cities especially in United State, and promises to fill aim indispensable role in future city developments. The practice of lifting load by mechanical means during building operations goes to at least Roman architect-engineer Vitrullius in the 1st century BC described lifting platforms that use pulleys and capstans, or windlasses, operated by human, animal, or water power. Steam power was applied in such devices in England by 1800 [6]. In the early 19th centuries the hydraulic lift was introduced, in which a platform was attached to a plunger in a cylinder sunk in the ground below the shaft to a depth equal to the shaft’s height. Pressure was applied to the fluid in a cylinder by a steam pump. Later a combination of pulley was used to multiply car’s motion and reduced the depth of the plunger. All these devices employed counterweight to balance the weight of the car, requiring only enough power to raise the load [7]. Prior to the mid-1850s, these principles were primarily applied to freight hoists. The poor reliability of the ropes used at that time made such lifting platform unsatisfactory for passenger’s case. When an American Elisha Graves Otis, introduced a safety device in 1853, he made the passenger elevator possible. Otis device, demonstrated at the Crystal Palace Exposition in New York, incorporated a clamping arrangement that gripped the guide rails on which the car moved when tension was released from the hoist rope. The first passenger elevator was put into service in the Haugh Wout Department Store in New York City in 1857; driven by steam power, it climbed five stories in less than a minute and was pronounced success [8].

With the safety, speed and height problems overcome, attention was turned to convenience and economy. In 1915, so called automatic leveling was introduced in the form of automatic controls at each floor that took over when the operator short off his manual control within a certain distance from the floor level and guided the car to a precisely positioned stop. Power control of door was added. With increase building height, elevator speed increased to 365 metres per minute is such installations as those for the upper levels of the Empire State Building (1931) and reached 549 metres per minute in the John Hancock center, Chicago in 1970 [9]. Modern elevators are made in variety of types for many purposes; in addition to ordinary freight and passenger operations. They are used in Ships, dam and such specialized structures as rocket launchers, heavy lift, rapid-descent elevator are employed in high-rise construction operations. Practically all are electrically propelled, either by cable, pulley and counterweight, by a widen drum mechanism or by an electro hydraulic combination. Multiple cables (3 or more), increase both the fraction surface with pulley and safety factor, cable failure is rare [6]. The safety, usually mounted below car platform, is actuated by a speed governor through a rope. The rope pulls the safety to the on position in the event of excessive downward motion of the car. The device first cuts off elevator power; if excessive speed continues, it applies the safety break [10]. Elevators lifted by hoisting ropes are required to have platform “safeties” devices designed to clamp unto the steel guide rails upon activation, quickly breaking the elevator to a halt. Now that the technology changes rapidly, the use of step ladders of different kinds with low reliability and quite a number of limitations should gradually be replaced by less expensive and more reliable alternatives.

3. Materials and Methods

3.1. Identification of the Required Components

The following components were required for the production of telescopic platform:

1) The screw pair

2) Bevel gear

3) Chain drives

The materials required for the production of the components of this telescopic platform are as shown in Table 1.

Table 1. Selected components and reason for selection.

3.2. Components Design Analysis

3.2.1. Design Analysis of the Screw

Capacity of platform = 1000 N.

Maximum load on screw = 1500 N. Moment of inertia

I = π d c 4 64 (1)

The crippling load required

P = π 2 E I 4 L 2 = π 3 E d c 4 256 L 2 (2)

The core diameter of screw is 28 mm.

Therefore designing for screw of 28 mm core diameter, selection was made from the table of basic dimensions for square threads in mm. (normal stress according to IS 4694-1968): Major diameter, (d0) =34 mm; pitch (p) = 6 mm and mean diameter, dm= 31 mm of screw were selected.

3.2.2. Design Analysis for Nut

P = 6 mm; do = 34.5 mm; D = 55 mm; H = 3.0 mm; L = 3p; (18 mm) θ = 5.70 μ = 0.1 = tanθ; α =10.47˚ Efficiency of screw (η)

η = tan α tan ( α + θ ) (3)

η = 63.7 %

Design analysis for the force (P) and Torque (T) of the screws with mean diameter (dm) 31 mm. Horizontal force at the screw thread.

P = w tan ( α + θ ) (4)

P = 870 N

Torque at the Screw

T = P r = ( P × d m 2 ) (5)

T = 13485 N mm

3.2.3. Design for Stress

Compressive stress on the screw cross-section

σ c = W / A (6)

σ c = 4.872 N / mm 2

where W is the designed load on the screw and A is the area of the screw shaft.

3.2.4. Torsion Stress (τ)

τ = T r J (7)

τ = 3.129 N / mm 2

Maximum Shear due to combined torsion and direct stresses ( τ m )

τ m = { 1 2 ( σ c 2 + 4 τ 2 ) } 1 / 2 (8)

τ m = 3.965 N / mm 2

To check the screw thread for bearing, shear and bending stresses, bearing pressure on screw thread must be equal to that on the nut thread. Allowing a bearing pressure of 0.8 N/mm2 on the nut thread, shear stress on screw thread, ( τ s )

τ s = W 2 π r c n h (9)

τ s = 0.874 N / mm 2

3.2.5. Determination of Bending Stress

σ b = 3 W L 2 π r n h 2 = 2.37 N / mm 2 (10)

3.2.6. Design Analysis of Gear Box

The arrangement in the gearbox is as shown in Figure 1. Pair of standard sizes of straight bevel gears was used and the bearing was also selected from standard sizes.


Velocity ratio V.R (5:3)

Pinion diameter,

DP(60 mm)

Ear diameter, Dg (100 mm)

Face width, b (25 mm)

Material (Steel)

Gear torque Tg= Torque at Screw/Efficiency of Screw

T g = 21170 N mm (11)

Figure 1. Torque.

Pinion torque T P = T g × D P D g (12)

T P = 12700 N mm

3.2.7. Design Analysis for Chain

For the velocity ratio (V.R)

V . R = Pinion revolution per minute Manual turning per minute (13)

V . R = 104.17 50 = 2.1

Chain and sprockets selection (Holowenko, 1983)

For driven Sprocket:

Nt2 = 18; P = 14 mm

The Pitch dameter, D 2 = 2 N t 2 P 2 π (14)

D 2 = 80.2 mm

For driver wheel:

Nt1 = 40; Pitch, P =14 mm

The Pitch dameter, D 1 = 2 N t 1 P 2 π (15)

D 1 = 178.25 mm

The Velocity ratio, V.R

V . R = OutputSpeed , n 2 InputSpeed , n 1 = N t 1 N t 2 (16)

V . R = 2.22

For the roller chain

Pitch, P = 14 mm; d = 5 mm; N = 5 mm

Therefore chain length L

L = 2 C + π ( R 1 + R 2 ) + ( R 1 + R 2 ) 2 C (17)

L = 2808 mm

Torque required at pinion (Tp) taking efficiency to be 90%

Torque at the driven sprocket,

T P = T d n D 1 D 2 (18)

T P = 31360 N / mm

Torque required of handle with length 180 mm (L)

τ h = τ d r L (19)

τ h = 175 N

3.2.8. Design Analysis for Shaft and Base

The shaft is fully supported by the base of the platform so that it is not under much stress. The shaft was manufactured from solid drawn steel tubing to the following specification;

Inside diameter, D1= 55.0 mm; Outside diameter, D2= 65 mm; Length, L = 2400 mm.

The support legs of the platform were made from steel rods. Step ladder was attached to one of the legs to enable the operator climb unto the platform.

3.3. Determination of Stress on the Cross-Section of the Support Legs

The support legs are attached to the shaft through flange ball bearings to allow for the rotation of the legs around the shaft. Weight of platform plus load on platform (W) (4000 N).

The direct load on the Cross-section of the support legs. Since there are four legs, therefore;

4 cos θ = W T F

F = W T 4 cos θ (20)

F = 1000 ( 4 cos 29.36 ) = 1147.4 N

Direct stress on the Cross-Section of the support legs

σ = F π d 2 / 4 = 3.65 N / mm 2 (21)

3.4. Design Analysis of the Jack

The jacks were manufactured to the following specifications; minor diameter dm(14.60 mm); normal diameter dn(19.10mm); length,L(300 mm) and material selected was made from 0.25 C steel.

The pressure plate was made from Cast iron and the screw attached to it through a ball and socket joint to allow for self-alignment.

Compressive stress of the screw cross-section.

Total weight of platform plus load WT = 4000 N compressive stress on screw.


σ c = W T π d c 2 / 4 = 4 × 4000 π × ( 14.6 ) 2 = 23.893 N / mm 2 (22)

This stress is sufficiently low compared to the Ultimate compressive stress of 430 N/mm2.

3.5. Machine Production

The materials used in the construction were obtained from various sources. The power screw, gearbox, nut, bevel gear, shaft and other parts of the materials were bought from the market.

The major work done in the construction were cutting, filing and welding. There was very little machining. The construction process is as follows:

The nut was screwed into the power screw, which had already been attached to the gear box. The stopper was then machined to slide into the power screw and to just slide into the shaft. It was then welded to the end of the screw.

1) Sliding the stopper and screw down the shaft the nut was brought into position at the upperpart of the shaft welded.

2) The platform was fixed on top of the gearbox and the gear made from steel rod fixed to the top of the platform.

3) The Chain drive was then assembled as specified in the design.

3.6. Production Cost

These costs include material cost, direct labour cost and overhead cost. All of these costs were incurred during the equipment fabrication stage.

3.7. Material Cost

The cost of raw materials purchased for the fabrication of the machine (Tables 2-4).

Table 2. Cost of materials.

Table 3. Direct labour and fabrication cost.

Table 4. Telescope stand.

Cost Summary

Material Cost = N32,200

Fabrication Cost = N8750

Overhead Cost = N10,000

Grand Total = N50,950

4. Results and Discussions

The telescopic platform designed offers a good capacity of 834 N which can conveniently support an average human weight of 736 N. The height of the equipment is 6.2 m and thus it can be used to change the streetlights on campus and also in the workshops. As concerned farm harvesting of fruits and trimming of palm front leaves, this can serve these purposes. The production cost of this telescope platform is N50,950 which is $141.53 US Dollar using the current exchange rate of N360 per Dollar.

The efficiency of the machine can be calculated below:

Efficency = Average capacity of machine × adjustment factor Average human weight × 100 = 85 %

The telescopic platform has an average efficiency of 85% which can give a reasonable performance in use.

5. Discussions

The proposed Telescopic Platform has been successfully designed, fabricated and tested and found capable of lift and sustain a weight of 736 N. But getting to a load of 800 N, there was buckling developed by the supporting shaft as well as shear at some welding joints. The maximum load recommended on this platform is 750 N for safety assurance.

6. Conclusion

The design and construction of a telescopic platform had been carried out, and can meet the urgent need for the replacement of electric bulbs, and fixing of fans in the workshop. It can also be used for the erection of streetlights on campus; more so, it can meet the requirement of painting in high building as well as some activities as concerned harvesting of fruits, pruning of branches and removal of epiphytes.


Although this design satisfies the requirement of the purpose for which the platform is meant, considerable improvement can still be made in the following areas:

1) Operation: to save the operator the task of raising the platform manually, the platform can be redesigned such that the screw will be driven through the gars by an electric motor. This of course will increase the production cost.

2) Minimum platform level: it can be observed that the screw-pair principle employed in the design only serves to reduce the minimum platform level to about half the maximum level. This level is too high for compactness and storage when the platform is fully telescoped.

The minimum platform level can be reduced considerably by redesigning the platform using the strut and cylinder principles, in which the platform be raised or lowered by feeding hydraulic working fluid into hydraulic telescopic rams which will for the stalk of the platform. The working fluid can be fed to the rams by pumps which can be operated either manually or electrically.

Using this principle, the minimum platform level can be reduced to one―third of the maximum level.


Authors hereby acknowledge the Head of Department of Industrial and Production Engineering of Federal University of Technology Akure, Nigeria; for release of found and the workshop tools required for the production of this product. Also we can not but appreciate Engr. J. O. Fasan the Technician that carried out the fabrication of this platform.


σc = compressive stress (N/mm2)

ϵ = young’s modulus (N/mm2)

Ls = lead of the screws

P = pitch of the thread

I = moment of inertia

L = unsupported length

n = factor of safety

W = design load (N)

dc = core diameter

Do = outside diameter(mm)

do = major diameter of nut (mm)

H = depth of thread (mm)

η = Efficiency (%)

θ = Friction angle (˚C)

α = Helix angle

π = constant

dm = Mean diameter

Ʈ = Torsion stress

Ʈs = Share stress

σb = bending stress

A = Area of the screw shaft (mm2)

T = torque

Ʈm = Maximum share

Conflicts of Interest

The authors declare no conflicts of interest.

Cite this paper

Olufemi, A. , Sola, O. and Jimoh, Y. (2018) Design and Construction of a Telescopic Platform. Open Access Library Journal, 5, 1-14. doi: 10.4236/oalib.1104784.


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