FTTH deployment and its impact on network maintenance and repair costs

Author(s):  
Sofie Verbrugge ◽  
Koen Casier ◽  
Bart Lannoo ◽  
Jan Van Ooteghem ◽  
Raf Meersman ◽  
...  
2013 ◽  
Vol 416-417 ◽  
pp. 2066-2071
Author(s):  
Guo Xiang He

The paper describe the EAM function by proposing the main modules and major business processes, abstracting the main business processes.it implements preventive maintenance of assets, assets track, the whole process of life-cycle management based on the equipment,asset account and treat management maintenance as the core, the submission, approval,implementation of work order as main line. EAM can effectively improve the efficiency of equipment maintenance, reduce maintenance and repair costs, improve asset reliability and value.


2014 ◽  
Vol 584-586 ◽  
pp. 883-886
Author(s):  
Hong Song Wang ◽  
Wei Wang ◽  
Rui Wang ◽  
Wen Bin Wang ◽  
Lei Li ◽  
...  

Concrete structures are exposed to carbonation that may cause rapid decay, shortening their service life and raising maintenance and repair costs. Carbonation lowers the alkalinity of the concrete depassivating the steel reinforcement. The prescriptive methodology is not a guarantee to obtain the desired service lives of 50 or 100 years. Surface treatment is commonly used to improve the resistance of concrete to carbonation. Using the silicone materials to an immersion treatment can effectively block the invasion of harmful substances,the carbonation of concretes with surface protection with silicone materials was evaluated. The results showed silicone can lower carbonation depth than the non-protected concretes. The carbonation depth will not increase significantly in the latter part of the concrete service.


2021 ◽  
Vol 112 ◽  
pp. 00042
Author(s):  
Dmitry Filippov ◽  
Elena Grigoryeva

The current conditions of Russian territories road infrastructure, regional budgetary funding, differences in economic potential and the economy structure of the constituent entities of the Russian Federation determine the relevance of the development and improvement of the regional regulatory base. This is important in the field of tariff policy, one of the elements of which is the approval of basic standards and rules for calculating the amount of budgetary funds for capital repairs, repairs and maintenance of regional road network. This article is devoted to the study of the regional practice that has developed in the Russian Federation for the establishment of standard costs for capital repairs, repairs and maintenance of regional and intermunicipal roads in comparison with federal ones. The work consists of two logically related structural elements: an overview and an analytical part. The review revealed the differentiation of the size of budgetary allocations in the context of subjects and federal districts. In the analytical part, an attempt is made to determine the closeness between federal and regional standards and, as a result, to identify the range of regions that practice linking regional standards to federal ones.


2020 ◽  
Vol 3 (2) ◽  
pp. 65
Author(s):  
İlker Bekir Topçu Topçu ◽  
Tayfun Uygunoğlu ◽  
Emre Kıvanç Budak

During the service life of concrete structures, internal and external effects and micro-cracks occur in the structure. These cracks cause leakage of harmful substances into the concrete, deterioration of the strength and durability properties of the concrete, structural damages and crashes, and the high cost of maintenance and repair of the concrete structure. It is known that water-dissolved CO2 reacts with Ca+2 ions in the concrete and can repair the concrete by forming CaCO3 (limestone) crystals with very little water solubility. However, for this type of self-repair to occur, there must be water in the environment and this repair can only be made if the cracks are too small. Recently, bacterial concrete methods which has ability to self-healing are used to overcome maintenance and repair costs. In 1994, the first study on the ability to self-healing with the extra materials that were added to the concrete during the production of concrete was published by Carolyn Dry of Illinois University. Eric Schlagen and Henk Jonkers who have been researching about self-healing concrete by adding bacterial spores and calcium lactate foods to the mixture while producing concrete have made a remarkable study in this field since 2006. Bacterial concrete, Bacillus bacterial spores in the medium of the water-activated nutrients and calcium sources in the range of appropriate pH values in the concrete due to the formation of a fibrous structure is caused by precipitation of calcite. Thus, with the precipitation of calcite, the bacteria are embedded in concrete and the concrete is provided to improve itself. In previous studies, it has been shown that the cracks and voids in the concrete are filled with the ethrengeite and C-S-H structure when the control and bio-based concrete samples examined by SEM and XRD are compared. In previous studies, it was observed that mechanical strength and durability of the concrete is increased. It should be noted that the concentration of bacteria used in the solution and the ambient pH value is specified. Although conventional maintenance and repair methods are fast reacting, and short-term efficient, bacterial concrete method is sustainable, slow and long-term efficient. In addition, it is an environmentally friendly method compared to chemical repair methods and is expected to be among the remarkable materials of the future. The high initial cost leads to a reduction in producer demand, and the development process must continue to achieve the desired results and cost. As a result, it will be possible to obtain more durable structures by not wasting time, saving money and reducing the costs of high maintenance and repair. In other respects, it is a great advantage for sustainable development. Technical studies are continuing due to the high cost and laboratory test results of the bacterial family, as well as the impacts on the survival of the bacterial family. In this study, previous studies were evaluated, and some suggestions were made based on these studies.


2009 ◽  
Vol 8 (1) ◽  
pp. 356-366 ◽  
Author(s):  
Ahmed S. Ibrahim ◽  
Karim G. Seddik ◽  
K.J. Ray Liu

2016 ◽  
Vol 5 (2) ◽  
pp. 1
Author(s):  
Mahmoud B. Alhasanat ◽  
Arabi N. S. Al Qadi ◽  
Loai A. Al Tarabulsi ◽  
Omar A. Al khashman

<p class="1Body">Reinforced concrete structures are exposed to harsh environments, yet they are often expected to last with little or no repair or maintenance for long periods of time (often 100 years or more). For this reason, a durable structure needs to be produced. In addition, bridge reinforced concrete suffering from attacks of chloride penetration that cause corrosion of the steel in the reinforcement concrete that leads to reduction in strength and serviceability cracking, which cause further repair and rehabilitation for the structure and greater maintenance and repair costs. This research focuses on self-compacting concrete with Jordanian Phosphate (JORPHOS) as a filler. The permeability for different percentages of JORPHOS were tested by using Rapid Chloride Permeability Test (RCPT). It was concluded that the addition of different percentages of JORPHOS minimizes chloride penetration in concrete.</p>


CHEST Journal ◽  
2005 ◽  
Vol 127 (4) ◽  
pp. 1382-1387
Author(s):  
William Lunn ◽  
Robert Garland ◽  
Lorraine Gryniuk ◽  
Laureen Smith ◽  
David Feller-Kopman ◽  
...  

Author(s):  
Stefanus Stefanus

Planning for building maintenance and repairs is necessary to maintain the building so that it can be used properly for a long period of time. Building maintenance and repairs are generally carried out by building management. In the school building also needed the role of building management in carrying out maintenance and building facilities. With the facilities and infrastructure of a good and well-maintained school building, it will make the value of the school high. This research was conducted by collecting secondary data from all costs of repair and maintenance of buildings in five X private school locations from 2016 - 2018, as well as the initial value of the building construction and data processed using Microsoft Excel. From the data obtained for total repair and maintenance value from five locations of private schools x for 3 years amounting to Rp. 12,107,423,758. The total value of the costs obtained maintenance and repair of Mechanical Electrical Plumbing (MEP) and architecture, to repair and maintain the foundation and structure of private schools X does not incur costs. For MEP maintenance and repair costs of Rp. 5,048,736,655 and architecture Rp. 7,058,687,103. One of the high value of maintenance and repair costs is due to the absence of procedures for repairing facilities and infrastructure. Maintenance and repair costs are only carried out if the facilities and infrastructure are damaged and cannot be used, and there is no routine maintenance schedule. One of the things that must be done by private school X is to improve the maintenance system carried out by building management so that it can reduce the cost of repairing facilities and keep the facilities and infrastructure in good condition.ABSTRAK Perencanaan perawatan dan perbaikan gedung sangat diperlukan untuk menjaga gedung tersebut agar dapat digunakan dengan baik untuk jangka waktu yang panjang. Perawatan dan perbaikan gedung pada umumnya dilakukan oleh manajemen gedung. Pada bangunan sekolah juga diperlukan peran manajemen gedung dalam melakukan perawatan saranan dan sarana bangunan gedung. Dengan sarana dan prasarana gedung sekolah yang baik dan terawat, akan membuat nilai dari sekolah itu tinggi. Penelitian ini dilakukan dengan mengumpulkan data sekunder dari seluruh biaya perbaikan dan perawatan bangunan gedung di lima lokasi sekolah swasta X dari tahun 2016 - 2018, serta nilai awal pembangunan gedung tersebut dan data diolah menggunakan Microsoft Excell. Dari data di dapat untuk nilai perbaikan dan perawatan total dari lima lokasi sekolah swasta x selama 3 tahun sebesar Rp. 12.107.423.758,-. Total nilai biaya tersebut didapat perawatan dan perbaikan Mechanical Electrical Plumbing (MEP) dan arsitektur, untuk perbaikan dan perawatan pondasi dan struktur sekolah swasta X tidak mengeluarkan biaya. Untuk biaya perawatan dan perbaikan MEP sebesar Rp. 5.048.736.655,- dan arsitektur sebesar Rp. 7.058.687.103,-. Besarnya nilai biaya perawatan dan perbaikan salah satunya dsebabkan karena tidak adanya prosedur untuk perbaikan sarana dan prasarana. Biaya perawatan dan perbaikan hanya dilakukan bila sarana dan prasarana sudah rusak dan tidak bisa dipakai, serta tidak adanya jadwal rutin perawatan. Salah satu yang harus dilakukan sekolah swasta X adalah dengan memperbaiki sistem perawatan yang dilakukan oleh manajemen gedung agar dapat mengurangi biaya perbaikan sarana dan tetap menjaga sarana dan prasarana dalam kondisi baik.


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