Journal of Railway Transportation and Technology Vol.
2 No.
p-ISSN: 2830-0491e-ISSN: 2830-6680 https://doi.
org/10.
37367/jrtt.
The Design of the Measuring Tool of Clamping Force on E Clip Rail Fastening Systems Rusman Prihatanto1*.
Adya Aghastya1.
Dimas Faisal Maulana1, and Risma Fauziah Rahmawati1.
Afif Navir Refani2 Department of Technology on Construction and Railways.
Indonesian Railways Polytechnic Madiun.
Jl.
Manis Raya.
Madiun City.
INDONESIA
Graduate School of Engineering Kobe University 1-1 Rokkodaicho.
Nada Ward.
Kobe.
Hyogo 657-0013.
JAPAN
Article Info
ABSTRACT
Article history:
The rail fastening system is a core component to fastening a rail on the railway sleeper to make it strong and solid.
The position of the railway sleeper probably could move by the effect of the dynamic movement of railway wheels on the railroad.
Elastic fastening which has a clamping force of 900-1100 kgf .
ilogram-forc.
for each clip is one of the elastic fastening types.
The deflection of Pandrol E-Clip is between 11,5 Ae 14 mm with the clamping force as 0,6 Ae 1,1 ton.
The degradation of clamping force on fastening systems inevitably occurs by its use and regular railways operation.
This study aims to create a strong, solid, and easy-to-operate measuring tool for clamping force on type E clip fastening systems.
The design of the measuring tool of clamping force on type E clip fastening uses Solidworks software.
After testing the measuring tool of clamping force on type E clip fastening systems, it shows that it is solid, countable and there is no form-change and damage on it.
The design of that measuring tool can be effectively operated by two officers and it has 850 mm in height, and 270 m in width, and its weight including load cell and indicator reaches 17,83 kg.
The function test on the measuring tool of the E-Clip fastening shows an average score of 1589,40 Ae 1682,50 kgf of clamping force.
The result of clamping force measurement on the fastening by using a designed measuring tool is bigger than the need of clamping force of installed fastening namely 915,71 kgf.
Received 1 February, 2023 Revised 2 March, 2023 Accepted 30 March, 2023 Keywords:
Clamping force.
E-Clip.
Fastening Systems.
Load Cell.
Solidworks *Corresponding Author:
Rusman Prihatanto Department of Technology on Construction and Railways.
Indonesian Railways Polytechnic Madiun.
Jl.
Manis Raya.
Madiun City.
Indonesia Email: rusman@ppi.
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
INTRODUCTION
The railroad is solid construction made of steel, concrete, and other materials constructions which are positioned on the surface, underground, and above hanging together with its components that have the function to direct the train running .
The structure of a railroad consists of some components they are road body, subballast, ballast, sleeper, fastening systems, rail, and switch rail.
The rail fastening system Armly connects the rails to the sleepers and its performance affects the structural safety of rails, ride safety and quality, and railway The modern rail fastening system deviates from simply clamping the rail and sleepers together by using tension clamps to resist the tension, compression, and rotation of the rails that derive from the train load or track alignment .
Fastening systems plays a role to fasten rail on the railway sleeper to make sure that the rail is solid and strong.
The position of the rail potentially could move as a consequence of the dynamic movements of railway wheels on the railroad.
The dynamic movement of railway wheels causes a huge lateral force on the rail condition.
Therefore, a solid and strong fastening systems is significantly needed to reduce this kind of lateral force .
, .
The behavior of the rail fastening system can be affected by various factors, such as the track condition, track alignment, and initial construction quality.
Due to insufAcient consideration of these factors, tension clamps often fail earlier than the service life guaranteed by the manufacturer .
The fastening systems tool of stiff and elastic.
The elastic one has a clamping force of 900 Ae 1100 kgf for each clip fastener .
, .
Deflection occurs on Pandrol E-Clip between 11,5 Ae 14 mm with clamping strength 0,6 Ae 1,1 ton .
The routine use and regular operation of the railway itself certainly reduce the clamping force of fastening systems.
Clamping force of rail fastener is an essential parameter relevant to the safety of railway track structure but also is hard to test on site.
Though field testing of clamping force in the existing line has not done before, some laboratory tests have performed by manufacturers and other researchers.
In Europe, experimentalists measure clamping force of fastening system according to the standard of EN 13146-7-2002 which is applicable to complete fastening systems assembly .
Inspection and maintenance of railway components is an obligation to determine their condition and other supporter components such as railroad tracks, railway stations, and railway operating facilities.
Inspection on railroad tracks comprises periodic and non-periodic inspections.
Periodic inspection consists of daily and scheduled inspections.
Moreover, an inspection of the fastening system is conducted visually by using a clamping force meter measurer .
Japan, rail fastenings are required to be checked for their performance by the static loading test at a laboratory .
ereafter, laboratory tes.
In fact, checking the fastening systems by using a clamping force meter to discover how strong the clamping force of the installed fastening is not done yet due to a lack of tools.
The inspection of the fastening sysrems is only carried out visually by hammer to check whether the fastening clip is slack or not.
When the clip fastener is slack, it is replaced by the new one.
To design the measuring tool of fastening clamp force, the writers use Solidworks software.
This kind of software is commonly utilized to design 3D models with 3 appearances in Solidworks, they are.
part to draw a model, .
Assembly is used to combine previous parts which are drawn in the part appearance, .
to draw or to represent the model of a part or the model of assembly where they are designed to be a ready printed blueprint.
, .
It is in line with the statement from .
namely due to reaching the goal of an ideal design, it is necessary to consider some aspects for instance working principles, test method, and available design.
The criterion of design in the making of a measuring tool of clamp force on fastening systems ought to synchronize to the function of the fastening itself, characteristics of fastening placements, fastening types, and specific techniques of fastening.
In consequence, the process of designing the measurement tool of clamp force on fastening systems must meet some criteria, they are.
strong, solid, easily operated, ergonomic, and aesthetic.
Strong here means that the clamping force measurement tool must have a strong design and can pull the clip fastener suitable with the determined deflection.
The criterion of easy to operate means that the tool will be designed and can be operated by anyone without requiring a particular skill.
The criterion of ergonomics means that the convenience of the users to do the job by using the clamping force measurement tool of fastening systems is very important.
The last, criterion of aesthetics, means that the tool must be designed to be attractive and easily recognizable by the officers/workers.
This study is aimed to make a strong and easily operated measurement tool of clamping force on the E-Clip fastening systems with the specification it has a big clamping force of 900 Ae 1100 kgf for each clip.
addition, the measurement tool will be designed can be operated in the field by a maximum of 2 officers.
Moreover, it is easily moveable to fit the limited window time on inspecting the fastening clamping force.
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
RESEARCH METHOD
1 Data Collection Method The data in this study consists of primary and secondary data.
Primary data consists of a field survey to obtain the fastening systems data which are used and data about the specification of tool components used in the study to meet the relevant needs.
Furthermore, secondary data include the technical data of E-Clip fastening systems and technical data of railroad tracks.
2 Data Analysis Method Data analysis is done by establishing suitable material, design, and tool components to make a measurement tool of clamp force on the fastening systems.
The next step is determining the specification of tool components.
Afterward, make design alternatives.
The making of the tool at the workshop is processed after the design alternative is selected.
In the end, administering the test on the measurement tool of clamp force on the fastening systems, to decide whether it meets the determined criteria, or on the contrary, it unexpectedly does not meet the criteria.
The tool test is done on the railroad tracks Indonesian Railway Polytechnic, in Madiun.
The sample of the fastening systems is measured randomly by using the measurement tool of clamp force on the fastening systems.
It is conducted to aim for all populations to have the same chance to be chosen as a sample .
Here below is a diagram containing steps in the research as yielded in Figure 1.
Figure 1.
Diagram of Research Steps .
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
RESULTS AND DISCUSSION
1 Result of Design This study aims to create a measurement tool for the clamping force of fastening systems that fits the strong, easy to operate, ergonomics and aesthetics.
To obtain the best result of design, the researchers make 4 .
design alternatives.
The selected design alternative is followed up by making a suitable tool based on the planned design.
The following is the design alternative and weighting for each criterion.
Table 1.
Scoring on each design alternative Weigh
(%)
Alternative 1 Alternative 2 Alternative 3 Alternative 4 Score Value Score Value Score Value Score Value Strong Easily operated Ergonomics Aesthetics Total Criteria Based on table 1, the alternative design number 4 is selected due to the highest score 77.
Subsequently, the design alternative number 4 is followed up to the next step namely making the measurement tool based on the alternative design 4 as shown in Figure 2.
There are some main components to construct the selected design namely framework, clamper, and measuring tool.
Two options of measuring tools can be used namely load cell or tension meter.
To test the strength of the design alternative, it is given the same burden as 3.
000 kgf.
Afterward, design alternative 4 is the strongest design to hold the given burden.
The result of the giving burden simulation is shown in Figure 3.
Figure 2.
Selected design Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
Figure 3.
Burden simulation Figure 3 shows that the modeled and planned design can withhold the given burden of 3.
000 kgf without any damage or destruction.
Thereupon, that design is finally processed into making the tool.
2 Making the Tool The making tool is divided into 3 main components, namely part of the framework, part of clamping, and part of the measurement tool.
In the part of the frame, it requires solid material due to withholding a maximum burden of up to 3.
000 kgf.
in the part of clamping, it must have the ability to clamp type E-Clip fastening systems.
Lastly, in the part of measurement tool, it can use two options whether loadcell or tension The process of making the tool is conducted at the workshop at the Indonesian Railway Polytechnic Madiun.
Iron material is chosen for frame and clamping by reason it is easy to find in the market and its price is more affordable than any other material such as aluminum.
The iron used in this study has quality ASTM A36.
Technical specifications from the iron used to make the tool are drawn in table 2 below.
Table 2.
Specification of steel with quality ASTM A36 Properties Tensile Strength.
Ultimate Tensile Strength.
Yield
Modulus of Elasticity Bulk Modulus
Poissons Ratio
Shear Modulus
Thermal conductivity Specific heat
Specification 400 Ae 550 MPa
250 MPa
200 GPa
140 GPa
0,260
79,3 GPa 25 W/m-K 460 J/kg-K The process of making the parts of the framework and clamping tool is presented in Figure 4 and Figure 5.
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
Figure 4.
Process of framework making Figure 5.
Process of Making the clamper After the process of making the tool, a measurement tool is invented as presented in Figure 6 with detailed specifications as follows:
Table 4 Tool Specification Ability:
Maximum height of tool Width of tool Plat thickness for cross section Plat thickness to withhold the long drat Capacity ToolAos weight .
ncludes load cell and indicato.
Able to lift fastening systems with range 0,1 mm Ae 1 mm with clamping force 0-1.
600 kgf.
850 mm 270 mm 12 mm 5 mm 3000 kgf 17,83 kg .
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
Figure 6.
Result of Design and Tool Making 3 Function Test on Tool The next step after making the tool is testing the tool function on the rail fastening systems.
The test is conducted on the railroad track of the Indonesian Railways Polytechnic.
Madiun.
In the phase of assembly and test of the tool, the function is yielded as in Figure 7.
Determining the fastening tool/fastener to be measured.
Providing all tool's Installing the clamping Indicator is turned on, then the lever is spinned gently Checking the evenes by using waterpass Installing the structure, load cell and reading Measuring the defelction by pen puller and taking a note score of force which appears on the indicator After it is done, the lever is slowly released Figure 7.
Phases of assembly and test of function on the tool The test is done randomly on the 10 .
E-Clip fastening systems and the results are yielded in table 3 as follows.
According to .
measurement of the value of the spring deformation in the device body when the terminal is raised above the rail sole by a value of 0.
15 mm.
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
Table 4.
Result of Test on Measurement Tool of Fastening Clamp force No.
Measurement Deflection .
Average .
Figure 8.
Graphic Shows Result of Test on Measurement Tool of Fastening Clamping Force 4 The Need for Fastening Clamping Force According to .
, after the clamping force is tested, the clamping force generated by the elastic fastening systems is 750 kgf up to 1.
300 kgf.
Before testing it, we need to know how much the need of clamping force of a fastening systems to clamp a rail in the order it does not move by using the following formula:
ya=ycA yyca Where:
a = 0.
0478 g m/det2 .
equirements of convenience.
PD .
g = 9.
81 kg m/det2 M = 18.
000 kg .
xle loa.
Rusman Prihatanto et al.
Journal of Railway Transportation and Technology.
Vol.
2 No.
Based on the formula above, then:
ya=ycA yyca = 18000 y 0.
0478 y 9.
= 8440 kg m/det2 = 860.
4 kgf For rail R54 type h = 159 mm b = 140 mm ya (Ea Oe .
= ya .
Oe yc.
ya (EaOe.
F = yca 4 .
Oe.
F = F = 915.
71 kgf (Needed clamping forc.
From the testing of the tool, it shows that the average score of clamping force from 10 times of testing the tool is bigger than the clamping force needed namely 915,71 kgf.
This shows that the measurement tool has good performance to measure the clamping force of E-Clip fastening systems.
In addition, there is no damage or destruction from the measurement tool to be tested.
CONCLUSION
Based on the analysis result, it concludes that the measurement tool of clamping force on the fastening systems has good performance and is positively proven during being tested.
The result shows that the measurement tool is strong, solid, not damaged, and not transforming into a different form.
The fixed design has dimensions of the toolAos height .
, the width of the tool .
, and the total weight including load cell and indicator .
,83 k.
, and it is easy to be operated by two officers/workers.
The function test on the tool on fastening systems shows E-Clip generates homogeny data with the average score of clamping force fastening systems is around 1589,40 Ae 1682,50 kgf.
The result of the measurement of clamping force on the fastening systems by using the designed measurement tool is bigger than the need of regular clamping force of installed fastening systems namely 915,71 kgf.
REFERENCES