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International Journal of Structural and Civil Engineering Research Vol. 8, No. 1, February 2019 Value Stream Mapping as a Lean Tool for Construction Projects Murat Gunduz Department of Civil and Architecture Engineering, Qatar University, Doha, Qatar Email: [email protected] Ayman Naser Department of Industrial Engineering, Qatar University, Doha, Qatar Email: [email protected]Abstract — Based on lean thinking which developed from in industrial construction remain understudied ([6], [7],the Toyota industry, seek to wastes elimination, increase the [8]). The application of VSM in real constructionvalue added to the product from customer point of view and industry has not received enough attention by researchersreduce lead time are the main contributes in manufacturing due to the difficulty in implementation of VSM in a realindustrial environment. Some adaptations have been construction activity
applied in construction industry by using a Value StreamMapping as a lean construction tool. VSM was adapted to This paper aims to propose improvements inreduce the high percentage of non-value-added activities construction execution process especially forand time wastes during each construction stage. Moreover, construction of pipelines using VSM to identify wastesa cost estimation model was developed during current state and elaborate a future state. This paper’s mainand future state to calculate the cost of underground contribution is the reduction of wastes and cost in thepipeline construction. Therefore, this paper aims to propose process flow, establishing an optimum situation in aimprovements in the construction industry process using setting where the integration of VSM and cost methodsValue Stream Mapping. Therefore, the research was used together to develop a systematic framework inmethodology adopted was the illustrative case study. The Lean Construction for the application in others projects
results suggest that the construction of undergroundpipelines process lead time could be potentially reduced by The scope of this paper is restricted to the construction30.7 % and cost reduction of 20.8 % between current and of underground pipelines process which attempts tofuture states. integrate the VSM, LOB and cost calculation based on VSM in construction environment. Consequently, aIndex Terms—Value Stream Mapping (VSM), Line of future map with proposed improvements is developed, asBalance (LOB), Lean Construction, underground pipeline well as the working plans, used to monitor theproject, Cost of Value Stream Mapping implementation project [8]
I. INTRODUCTION II. RESEARCH SCOPE AND OBJECTIVES The construction industry is increasingly moving The main purpose of this project is to recognize thetowards the adoption of sustainable strategies and importance of application of value stream mapping in theincreased efficiency targets ([1], [2], [3], [4], [5], [6], [7], construction industry by applying the concept on a real[8]). construction project. Moreover, it introduces and Value Stream Mapping has been utilized in many evaluates the implementation of a cost based VSM in thebusinesses that to maintain their competitiveness in a construction industry. Evaluate the effectiveness for thebooming worldwide market. Value Stream Mapping is integration of VSM, LOB and cost based VSM as a tooldesigned to eliminate all activities that do not add value to improve the value added and reduce the time wastes inthroughout the production process [2], [3], [4], [5], [6], construction activities in comparison to the entire lead[7]). Basically, it is a new phrase that originates from process time. In this direction, this paper seeks to validateToyota’s material and information flow diagrams and and suggest future state mapping based on the improvedwas designed to help Toyota’s suppliers learn the Toyota results for future standardization by answering theProduction System [2]. The main concept of Value following question: “How can costing of VSM improveStream Mapping has been utilized globally in services, the process construction of underground pipelines?”manufacturing, healthcare and construction
Despite the efforts for sustainability studies in building III. RESEARCH METHODOLOGYand infrastructure construction, the sustainability issues An explanatory case study of construction of underground pipelines was utilized as the research Manuscript received July 6, 2018; revised October 21, 2018
© 2019 Int. J. Struct. Civ. Eng. Res. 69doi: 10.18178/ijscer.8.1.69-74 International Journal of Structural and Civil Engineering Research Vol. 8, No. 1, February 2019strategy, because it is the most relevant activity in the evaluated for estimation and bidding purpose for similarschedule and budget of the project and, therefore, the future projects
proposed improvements would develop a vital impact
The collected data included from different resources: IV. CASE STUDYinterviews with construction manager and foremen, Construction industry is suffering from delay and costadministrative documents and direct observation. The overrun worldwide. The delays in construction are timeanalysis concentrated on the identification of wastes and wastes oriented, caused by unproductive work, idleproblems faced in the process in order to proposeimprovements. manpower and equipment time. Construction industry Construct validity was addressed by comparing the produces huge amounts of time wastes that negatively affect the economy. A large number of studies related todata collected with principles reported in Lean delay in construction projects have been conductedConstruction’s literature. Rother and Shook proposed shows that lean management tools has been used tofive steps to implement Lean Thinking through VSM;select a family of products, map the current state, analyze overcome and minimize the delays. Past studies did notthe current state, map the future state and elaborate the apply VSM and cost together. In this study, the cost based VSM technique was utilized on a real constructionwork and implementation plan (2003). In this study, the project
stages of productive process for construction were The construction of underground pipelines is one ofselected instead of selecting a family of products to the construction types that produce a huge amount ofinitiate VSM. Work plan and required manpower was setaccording to feedback from current state to optimize the time wastes which lead to delay in the project completionprocess and ensure wastes are minimized in combination dates. For this study, construction of underground pipelines was selected as a case due to the repetitivenesswith line of balance technique (LOB)
of the construction activities and easy to understand in In this research and in line with the concept of value the entire construction. As per project contract, the scopestream mapping, the approach of cost based VSM in of work was construction of pipeline (36-inch diameter)construction is identified and established. The cost basedof value stream mapping is computed on weekly basis network of 36.5 km. The first step in the value streamand it takes into consideration all costs related to value mapping technique is developing a process flow diagram to provide a clear picture about every stage for thestream mapping activities
construction of pipeline as mentioned in Fig. 1
The cost calculation was done for current and futurestates and then comparison between them has been Figure 1. Work flow diagram The construction of pipeline requires a lot of excavation. The total time of traveling of the truck andcoordination from different disciplines. Thus, the data damping material is around 25 minutes. The requiredand information were collected to study the flows of supervision is one supervisor, three operators and threematerial and information. The construction stages started civil workers. The second stage is trench bedding; fourwith excavation of the required trench provides a safe laborers perform clearing the trench, manual digging andaccess and safe trench width. The required width is 2.5 necessary general field activities to ensure the trench is inmeter for pipe diameter of 36 inch. Two 30 ton dumping “U” shape and ready to receive the bedding materialtrucks and one excavator were utilized to perform trench which is used underneath the pipeline network. The next© 2019 Int. J. Struct. Civ. Eng. Res. 70 International Journal of Structural and Civil Engineering Research Vol. 8, No. 1, February 2019stage is pipe laying; after the inspection of the trench, the layers and each layer has to be well compacted to ensurepipes and fittings were shifted by crane and trailer with the soil and material is uniformly distribution
assistance of two operators, one supervisor and two pipe A. Waste Times Identificationfitters. The required time for shifting the material to siteconstruction is 60 minutes. After that Pipes and fittings Waste time means cost and this cost was notfit-up: The fit-up crew (three pipe fitters and one considered during estimation or considered duringsupervisor) is responsible for stringing and aligning the construction. Value stream as a lean tool adapt allocationpipe inside the pipeline corridor. The pipe and fitting of cost code according to value stream mapping toends are subject to surface preparation (leveling) prior to evaluate the cost reduction comparing between currentcommence with first layer of welding. Welding crew state and future state. The difference between two timesconsists of two welders and one helper using two fuel is the waste. The waste for each activity is divided intooperated welding machines mounted on wheels. The two types as shown in Fig. 2:welding crew started with route; pass and last with cap 100% Total Process Timewelding. Every welder who made a joint has a uniqueidentifying number. The numbers are marked on the area Necessary Non-value-added Time (NNVAT)adjacent to the pipe, so complete records of the welding Non-value-addedare maintained. On the average, the required duration to activitycomplete the welding of each joint is 20 hrs workingcontinuously. After welding, the joint will be ready for Obvious waste Time (NVA)non-destructive test (NDT). Normally, the twotechnicians are hired from Third Party Company toperform the test. The test duration is 80 minutes and theresult will be available after 3 hours. Prior to commence Value added activity Value Added Time (VAT)with hydro-test of the pipeline, the partial backfilling ofthe pipeline network shall be completed with assist ofthree helpers, one supervisor and two operators. The Figure 2. Wastes classification in constructionjoints shall be exposed to observe the existing of the leak
Next is hydro-testing according to project specification, Hidden waste: Work that does not add value to thethe test duration is 24 hours and two hours for test product but which may be required under to complete thepreparation. One supervisor and three pipe fitters are product; such as change-over, movement without productrequired to perform the test. After the test, three painters and transportation
applied paint for exposed joints prior to proceed with Obvious waste: Activities that do not add value to thefinal backfilling. The total required duration to apply product and are not required to complete the product;paint and curing is 24 hours. The last stage is final such as scrap, rework, inventory and waiting
backfilling of pipeline network which was carried out in To explicit in detail, the below Table II illustrates the type of wastes were generated during construction: TABLE I. TYPE OF TIME WASTES IN CONSTRUCTION INDUSTRY Waste Example Pipe fabrication is produced at a level higher than the owner required. This leads to Overproduction waste and an increase in inventory and waiting time
Waiting Work will be delayed due to broken equipment, bad weather
Unnecessary movement of information, products or components from one place to Transportation another
Following the process accurately to eliminate potential costs in installation or Extra Processing rework
Unused products wait for further processing. Poor planning will increase cost of the Inventory worksite and occupy valuable warehouse space
Poor material layout will produce unnecessary movements by workers on the work Motion site
Defects Defective materials and damaged machines can lead to rework and increase costs
B. Current State of Value Stream Mapping pipelines was mapped in detail, which includes flows of After carefully collecting the production information, information and material. The main purpose for anythe map of the current process was developed. Fig. 3 construction is to increase the value added (VA) in eachshows the current state of Value Stream Mapping. The stage, minimize the hidden waste and eliminate theValue Stream for a typical construction of underground obvious waste with respect to the entire process time
© 2019 Int. J. Struct. Civ. Eng. Res. 71 International Journal of Structural and Civil Engineering Research Vol. 8, No. 1, February 2019Thus, Non-Value Added (NVA) and Necessary Non- eliminate the NVA and reduce the NNVA as much asValue Added (NNVA) must be identified to be able to possible
OWNER PROJECT MANAGER Project Duration 25 months Scope is 36.5 Km Follow up Daily CONSTRUCTION PROJECT MECHANICAL & CIVIL PLANNING 2 4 5 6 3 4 3 4 3 Pipe & Fittings Partial Hydro-testing Final Trench Fit-up Welding NDT Painting laying Backfilling Backfilling Excavation V/A : 133 m in. V/A : 98 m in. V/A : 90 m in. V/A : 510 m in. V/A : 0 m in. V/A : 48 m in. V/A : 121 m in. V/A : 114 m in. V/A : 478 m in
P/T : 193 m in. P/T : 130 m in. P/T : 128 m in. P/T : 600 m in. P/T : 120 m in. P/T : 48 m in. P/T : 1561 m in. P/T : 834 m in. P/T : 601 m in
Pr. rate: 2 pipes Pr. rate: 2 pipes Pr. rate: 1 joint Pr. rate: 1 joint Pr. rate: 5 joints Pr. rate: 1 pipe Pr. rate: 6 pipes Pr. rate: 1 joint Pr. rate: 1 pipe + joint P.Eff.: 68.9 % P.Eff.: 75.3 % P.Eff.: 70.3 % P.Eff.: 85 % P.Eff.: 100 % P.Eff.: 8 % P.Eff.: 13.7 % P.Eff.: 79.5% 133 98 90 510 48 121 114 478 V.A.T = 1592 min
60 780 32 38 90 3000 120 200 N.V.A.T = 6953 min
90 80 80 1440 720 123 TOTAL LEAD TIME= 8545 min
Figure 3 - Current state of VSM for construction of underground pipeline* As shown in the above Fig. 3, it is noted that the total Weekly cost of VSM is listed in detail in Table 2. Theduration time of the selected case is 8,545 minutes, but total cost is $ 19,477 (Table 2) which will be comparedthe value-added time is 1,592 minutes (18.6%) and non- with a cost of future state Value Stream Mapping later tovalue-added time is 6,953 minutes (81.4%). investigate and evaluate the difference between these two costs
C. Takt Time In construction, the concept of takt time is different TABLE II. COST OF CURRENT STATE ACTIVITIES OF VSMthan the manufacturing environment, takt time for the Current State of VSM Total Cost ($)construction will indicate the time in which one pipe joint Trench Excavation 3,202should be completed according to contract base line Pipe & fittings laying 1,861schedule. In this research, the project scope is to Fit-up 1,005complete around 3,400 joints of underground pipeline. Welding 1,841 NDT 370The project duration is 25 months. Consequently, the takt Partial Backfilling 2,034time can be calculated accordingly. Hydro-testing 1,279 Painting 962 𝑨𝒗𝒂𝒊𝒍𝒂𝒃𝒍𝒆 𝒘𝒐𝒓𝒌𝒊𝒏𝒈 𝒕𝒊𝒎𝒆 𝒑𝒆𝒓 𝒅𝒂𝒚 𝐓𝐚𝐤𝐭 𝐭𝐢𝐦𝐞 = Final Backfilling 2,423 𝒑𝒓𝒐𝒅𝒖𝒄𝒕𝒊𝒗𝒊𝒕𝒚 𝒓𝒂𝒕𝒆 𝒑𝒆𝒓 𝒅𝒂𝒚 Monthly Employees 4,500 𝟔𝟎𝟎 𝒎𝒊𝒏𝒖𝒕𝒆𝒔 Total 19,477 = = 120 minutes
𝟓 E. Suggested Improvement and Future State of Value The cycle time for all entire construction activities is Stream Mappinghigher than the takt time. Waiting, waste times and idle The following suggested improvements weremanpower are expecting and must be eliminated or developed according to the construction status inreduced. Thus, the construction activities have to be guidance with the implementation of the modified basicsynchronized to achieve the rhythm of takt time and concept of Value Stream Mapping
complete within contract duration. 1. Pull system and synchronize first-in/first-out flow To expedite the process, every day, an excavation teamD. Cost Based Current State of VSM: was assigned to start with excavation activity in advance The value stream cost is basically calculated weekly which would provide enough time for the next activity toand takes into account of all costs in the VSM. The VSM start earlier. Moreover, it was proposed to introduce acost involves the following: (1) Employees cost: is the continuous flow and develop an open work front bybasic salary including the employee benefit, (2) eliminating the partial backfilling activity. The agreementproduction supports cost: expenses not directly between the main contractor and consultant wasassociated with construction activities such as design, developed to proceed with painting and coating afterengineering, and procurement , (3) construction completion of NDT (Non-destructive test). Then, theequipment cost, (4) construction material cost, (5) pipeline will be backfilled finally to be ready for finalfacilities and maintenance cost: cost is required to keep testing
equipment or machine in good working condition and (6) 2. Restructure the sequence of the constructionany relevant cost. activities (fit-up and welding activities) All costs related to VSM are considered as a direct Welding activity has high cycle time, therefore and incost. Any cost outside the Value Stream Mapping is not coordination with the engineering team, a Weld Mapincluded in the costing of Value Stream Mapping. Drawing was initiated. Technically, welding map is an© 2019 Int. J. Struct. Civ. Eng. Res. 72 International Journal of Structural and Civil Engineering Research Vol. 8, No. 1, February 2019isometric drawing that shows the location for all pipe According to project baseline schedule, the takt time wasjoints in the project. Fig. 4 shows the sample of welded schedule to produce 5 joints per day to meet the projectspools in the fabrication shop. completion date
This was suggested to apply the concept of Supermarket Pull system and to ensure a continuous flow
This can be achieved by batch of Kanban (It is a Japanese term that gives authorization and instructions for the production or withdrawal conveyance of items in a pull system) by preparing a minimum of 5 completed welded joints for NDT test and build a ready pipeline for hydro- Figure 4. Sample of welded spools test according to site condition as shown in Fig. 5
4. Manpower leveling and LOB (Line of Balance): The field engineering department in coordination with In this research and according to LOB technique, theconstruction field would study and investigate thoroughly resource leveling was developed to synchronize thein detail each joint and specify the joint status with manpower and fulfill the project on time in concurrencerespect to field weld or manufacturer joint weld named as with VSM tool. LOB is vertical axis plots cumulativespools. progress of number of joints completed in the project and 3. Pacemaker/supermarket and leveling between the horizontal axis plots time and sloping lines represent rate construction activities of production i.e. number of joints per day The concept of Supermarket Pull System betweenwelding process and NDT process was introduced. F. Cost Based Future State of VSMBasically, the supermarket pull system is a controlled The suggestion improvements were applied toinventory of joints that is subject to testing schedule in formulate the future state of Value Stream Mapping, anddue course according to site situation. Therefore, the the cost of future state was calculated and summarized injoints were accumulated to perform NDT test in one shot. Table III for a week period as previously implemented inMoreover, the NDT was schedule to be during the night the current state
to perform more tests without any interruption
Pacemaker Supply loop loop Figure 5. Supply and Pacemaker loops for Future State VSM TABLE III. COST OF FUTURE STATE ACTIVITIES Future State of VSM Total Cost ($) Trench Excavation 2,535.2 Pipe & fittings laying 1,403.1 Welding and Fit-up 2128.1 NDT 370 Partial Backfilling Hydro-testing 1,279 Painting 962 Final Backfilling 2,240.2 Monthly Employees 4,500 Total 15,417.6© 2019 Int. J. Struct. Civ. Eng. Res. 73 International Journal of Structural and Civil Engineering Research Vol. 8, No. 1, February 2019 V. DISCUSSION OF RESULTS simulation for multiproduct manufacturing systems,” International Journal of Sustainable Engineering, vol. 9, no. 6, The following objectives were outlined after pp. 354–362, 2016
[2] A. C. V. Carvalho, A. D. Granja, and V. G. Silva, “A systematicimplementation of VSM in construction environment: literature review on integrative lean and sustainability synergies - Work process standardization with assistance of over a building’s lifecycle,” Sustainability, vol. 9, no. 7, 1156, continuous educating the site workers to eliminate 2017
the time wastes. [3] L. Chien-Liang and J. Chen-Huu, “Exploring interface problems in Taiwan’S construction projects using structural equation - Reduce the problem of waiting time between the modeling,” Sustainability, vol. 9, no. 5, p. 822, 2017
processes. [4] S. Dinesh, S. Nitin, and D. Pratik, “Application of value stream - Expedite the construction activities by developing mapping (VSM) for lean and cycle time reduction in complex the concept of supermarket- based supply and production environments: A case study,” Production Planning & Control, vol. 28, no. 5, pp. 398-419, 2017
pacemaker loops. [5] W. Jeong, S. Chang, J. Son, and J. Yi, “BIM-integrated - Through the proposed improvement, the total lead construction operation simulation for just-in-time production time was reduced by 30.7 % (8,545 to 5,922 management,” Sustainability, vol. 8, no. 11, pp. 1106, 2016
minutes), required manpower was reduced by [6] D. Lee, S. Kim, and S. Kim, “Development of hybrid model for estimating construction waste for multifamily residential 12.5 % and the cost is reduced by 20.8 % in buildings using artificial neural networks and ant colony comparison between two VSM states. optimization,” Sustainability, vol. 8, no. 9, pp. 870, 2016
[7] W. Shou, J. Wang, H. Y. Chong, and X. Wang, “Examining the VI. CONCLUSIONS AND RECOMMENDATIONS critical success factors in the adoption of value stream mapping,” in Proc. 24th Ann. Conf. of the Int’l. Group for Lean The paper deals with the possibility of implementing Construction, Boston, MA, USA, sect.1 pp. 93–102, 2016
[8] S. Wenchi, W. Jun, W. Peng, W. Xiangyu, and C. Heap-Yih
the design method of Value Stream Mapping (VSM) (2017). A cross-sector review on the use of Value Streamsupported by that of Line of Balance (LOB) on a Mapping. International Journal of Production Research, Vol
construction project focused on the installation of 55(13), [Online]
underground pipelines from the perspective of costs. Available:http://dx.doi.org/10.1080/00207543.2017.1311031More specifically, the cost implementation of theproposed method enables to reduce the traditional costassociated to this kind of project, compare its current andfuture costs, and improve its productivity. Althoughseveral papers addressed using VSM as a lean tool toreduce waste and add value during the construction Dr. Murat Gunduz is a Professor at theprocess, no detailed and unified VSM instructions exist Department of Civil and Architecturalconcerning how to implement it in construction to Engineering at Qatar University. His area ofevaluate the improvements and calculate the cost expertise is Construction Engineering andreduction. This paper tried to cover this gap. Management with interest in construction productivity measurement and improvement, construction health and safety, data collection and REFERENCES analysis. He is an editorial board member of[1] S. Alvandi, W. Li, M. Schönemann, S. Kara, and C. Herrmann, ASCE Journal of Management in Engineering since 2010
“Economic and environmental value stream map (E2VSM)© 2019 Int. J. Struct. Civ. Eng. Res. 74
Pipelines process lead time could be potentially reduced by 30.7 % and cost reduction of 20.8 % between current and future states. Index Terms—Value Stream Mapping (VSM), Line of …
Value stream mapping (sometimes called VSM) is a lean manufacturing technique to analyze, design, and manage the flow of materials and information required to bring a product to a customer. Also known as "material and information-flow mapping", it uses a system of standard symbols to depict various work streams and information flows.
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eVSM Value Stream Mapping Software or VSM Software is the fastest way to capture, analyze, and improve the value stream. Value stream maps created in eVSM are visual and will quickly grab the attention of your audience. Application areas include lean manufacturing, lean production, lean supply networks, supply network design, lean processing, lean office, lean services, lean
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