Search

Your search keyword '"railing"' showing total 68 results
Start Over Descriptor "railing"

Refine your results

more »

more »

more »

more »
68 results on '"railing"'

1. Automatic geometric quality assessment of railings for code compliance with LiDAR data.

Author

Zheng, Qiao, Zhou, Mandi, Yeoh, Justin K.W., and Wang, Qian

Subjects
*OPTICAL radar, *LIDAR, *QUALITY control, *BUILT environment, *POINT cloud
Abstract

• Automatic geometric quality inspection of railings from LiDAR data is achieved. • The performance of the developed method is validated under different senarios. • The developed method can achieve millimeter-level accuracy and improved efficiency. Geometric quality assessment (QA) of construction works plays an important role in ensuring the quality of completed works and the performance of the handed-over facilities. Among various building components, railings are of particular importance as they can prevent occupiers from falling from high places. Hence, it is essential to make sure that the geometric quality of as-built railings complies with relevant codes. However, the current QA process in the built environment is still relying on manual measurements with conventional tools, which is time-consuming and labor-intensive. Besides, the accuracy of manual inspection fluctuates among different inspectors and may be unreliable due to the tedious work. Nowadays, Light Detection And Ranging (LiDAR) has been widely applied to the QA of construction works. However, none of the previous studies have attempted to conduct geometric QA for railings using LiDAR data, and the previously developed algorithms are not applicable to railings due to the special geometric characteristics of railings. Therefore, this study aims to develop an algorithm to automatically check the geometric quality of railings from LiDAR data. The proposed methodology firstly implements data pre-processing and exports data as the LAS format. Secondly, the floor in the scanning scene is recognized based on plane detection algorithms, and then removed from the data. Thirdly, from the remaining data, the railing is extracted by analyzing horizontal cross sections of the data. Finally, the railing point cloud is converted to a 2D image, and the vertical and horizontal components of the railing are identified from the 2D image to calculate the checklist items. The performance of the developed algorithm was evaluated under different scanning resolutions, different types of railings, and different scanning distances, which validated the accuracy and efficiency of the proposed methodology. [ABSTRACT FROM AUTHOR]

Published
2024
Full Text
View/download PDF

2. Colors of Handrails Considering the Visibility of Elderly People: An Experimental Evaluation Using Handrail Photographs

Author

Sakamoto, Takashi, Yoshizawa, Yuki, Ichihara, Yasuyo G., Kacprzyk, Janusz, Series Editor, Pal, Nikhil R., Advisory Editor, Bello Perez, Rafael, Advisory Editor, Corchado, Emilio S., Advisory Editor, Hagras, Hani, Advisory Editor, Kóczy, László T., Advisory Editor, Kreinovich, Vladik, Advisory Editor, Lin, Chin-Teng, Advisory Editor, Lu, Jie, Advisory Editor, Melin, Patricia, Advisory Editor, Nedjah, Nadia, Advisory Editor, Nguyen, Ngoc Thanh, Advisory Editor, Wang, Jun, Advisory Editor, and Lightner, Nancy J., editor

Published
2019
Full Text
View/download PDF

3. SOME ASPECTS OF DESIGNING AND NUMERICAL MODELLING OF GLASS RAILING EXPOSED TO IMPACT LOAD.

Author

PEŠEK, Ondřej and MELCHER, Jindřich

Subjects
IMPACT loads, CONSTRUCTION materials
Abstract

In recent architecture glass is widely used structural material of facades, walls, roof, stairs and other applications. Glass as a material is popular for its transparency, but it need to be carefully analysed for its fracture behaviour. This paper deals with some aspects of numerical modelling and designing of all-glass railings acting as cantilever element fixed at the bottom edge and with a handrail on the top edge. In the frame of study, number of different glass railings models were analysed to find out the best way how to simulate glass railing imposed to the impact load. The impact load is in most cases decisive load case acting on that type of structure. Variable parameters entering the analysis are the aspect ratio of glass railing pane, impact intensity, impact member hardness and finite element meshing. Finite element analysis of 250 models was performed in ANSYS Workbench. [ABSTRACT FROM AUTHOR]

Published
2021
Full Text
View/download PDF

4. 附属设施对近流线形桥梁三分力的雷诺数效应影响研究.

Author

白桦, 马腾飞, 杨鹏瑞, and 刘健新

Abstract

Copyright of Journal of Vibration Engineering is the property of Nanjing University of Aeronautics & Astronautics and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2019
Full Text
View/download PDF

5. RESTAUROVÁNÍ FRAGMENTU LITINOVÉHO ZÁBRADLÍ MÍSTODRŽITELSKÉHO LETOHRÁDKU V KRÁLOVSKÉ OBOŘE V PRAZE.

Author

Růžička, Jan

Abstract

Copyright of Fórum pro Konzervátory-Restaurátory is the property of Technical Museum in Brno and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2019

6. ПРИМЕНЕНИЕ СВАРКИ ДЛЯ РЕСТАВРАЦИИ ЧУГУННОГО ПЕРИЛЬНОГО ОГРАЖДЕНИЯ МОСТА КОЦЕБУ В ОДЕССЕ

Author

ПОЗНЯКОВ, В. Д., ДЕМЧЕНКО, Ю. В., ДЕНИСЕНКО, А. М., ЖУК, Г. В., and КОЗЫРЕВ, В. Б.

Abstract

The results of evaluation of real condition of cast iron railing of the Kotzebue Bridge and the opportunity of welding application for its restoration are presented. According to the instructions SRP 2007.4.1 on carrying out restoration works on the cultural heritage objects, an expert examination of the disassembled elements was carried out, the lists of defects were compiled and the complex of investigations on identification and weldability of cast iron was carried out. It was established that the peculiarities of weldability of such cast iron are predetermined by its pearlite structure, carbon content, gas saturation, penetration of corrosion products deep into base metal, low ductility, as well as tendency to formation of cementite, ledeburite and welding stresses in HAZ metal. The principles of minimizing the influence of these factors on weldability were developed. The approach to selection of welding method and welding consumables was mastered. It was established that the mechanized method of welding using selfshielding high-nickel wire of grade PANCH-11 meets mostly the specified requirements. On its basis, the technology for restoring integrity of all the main architectural and decorative elements of railing (grates, emblems and cornices) was developed and implemented in the author’s accompaniment. 7 Ref., 2 Tab., 7 Fig. [ABSTRACT FROM AUTHOR]

Published
2018
Full Text
View/download PDF

7. APPLICATION OF WELDING FOR RESTORATION OF CAST IRON RAILING OF THE KOTZEBUE BRIDGE IN ODESSA.

Author

POZNYAKOV, V. D., DEMCHENKO, YU. V., DENISENKO, A. M., ZHUK, G. V., and KOZYREV, V. B.

Subjects
CAST-iron, WELDING, BRIDGE design & construction
Abstract

The results of evaluation of real condition of cast iron railing of the Kotzebue Bridge and the opportunity of welding application for its restoration are presented. According to the instructions SRP 2007.4.1 on carrying out restoration works on the cultural heritage objects, an expert examination of the disassembled elements was carried out, the lists of defects were compiled and the complex of investigations on identification and weldability of cast iron was performed. It was established that the peculiarities of weldability of such cast iron are predetermined by its pearlite structure, carbon content, gas saturation, penetration of corrosion products deep into base metal, low ductility, as well as tendency to formation of cementite, ledeburite and welding stresses in HAZ metal. The principles of minimizing the influence of these factors on weldability were developed. The approach to selection of welding method and welding consumables was mastered. It was established that the mechanized method of welding using self-shielding high-nickel wire of grade PANCH-11 meets mostly the specified requirements. On its basis, the technology for restoring integrity of all the main architectural and decorative elements of railing (grates, emblems and cornices) was developed and implemented under the author's supervision 7 Ref., 2 Tables, 7 Figures. [ABSTRACT FROM AUTHOR]

Published
2018
Full Text
View/download PDF

8. Some aspects of designing and numerical modelling of glass railing exposed to impact load

Author

Pešek, Ondřej, Melcher, Jindřich, Pešek, Ondřej, and Melcher, Jindřich

Abstract

In recent architecture glass is widely used structural material of facades, walls, roof, stairs and other applications. Glass as a material is popular for its transparency, but it need to be carefully analysed for its fracture behaviour. This paper deals with some aspects of numerical modelling and designing of all-glass railings acting as cantilever element fixed at the bottom edge and with a handrail on the top edge. In the frame of study, number of different glass railings models were analysed to find out the best way how to simulate glass railing imposed to the impact load. The impact load is in most cases decisive load case acting on that type of structure. Variable parameters entering the analysis are the aspect ratio of glass railing pane, impact intensity, impact member hardness and finite element meshing. Finite element analysis of 250 models was performed in ANSYS Workbench.

Published
2022

9. Some aspects of designing and numerical modelling of glass railing exposed to impact load

Abstract

In recent architecture glass is widely used structural material of facades, walls, roof, stairs and other applications. Glass as a material is popular for its transparency, but it need to be carefully analysed for its fracture behaviour. This paper deals with some aspects of numerical modelling and designing of all-glass railings acting as cantilever element fixed at the bottom edge and with a handrail on the top edge. In the frame of study, number of different glass railings models were analysed to find out the best way how to simulate glass railing imposed to the impact load. The impact load is in most cases decisive load case acting on that type of structure. Variable parameters entering the analysis are the aspect ratio of glass railing pane, impact intensity, impact member hardness and finite element meshing. Finite element analysis of 250 models was performed in ANSYS Workbench.

Published
2022

10. Teehaus am Timmendorfer Strand.

Author

Siebert, Barbara and Pistora, Arthur

Subjects
*TEAROOMS, *SKYWALKS, *CONSTRUCTION, *GLASS composites
Abstract

Das Teehaus steht quasi in der Ostsee, und ist nur über einen Steg zu erreichen. Entsprechend groß sind die Einflüsse infolge starkem Wind und Seewasser, die bei der Planung diverser Gebäudeteile beachtet werden mussten. Es kamen großflächige Fassadenscheiben - auch absturzsichernd, eine begehbare Scheibe im Inneren aus einer Isolierverglasung - nur knapp über der Wasseroberfläche, Brüstungsverglasungen im Inneren und ein nachträglich errichteter Windschutz im Terrassenbereich zur Ausführung. Auf Besonderheiten bei der Planung und Berechnung der Glasbauteile sowie die baurechtlichen Hintergründe bei diesem außergewöhnlichen Projekt soll in diesem Beitrag näher eingegangen werden. Teahouse on 'Timmendorfer Strand'. The Teahouse is situated in the Baltic Sea, only accessible over a pedestrian bridge. The impacts of wind and seawater on the building are very high; this had to be taken into account during design of the building and the transparent parts: Large Façade Areas, also with function as anti drop device, accessible glassing - scarcely above the water surface, railings inside and a wind protection outside are all made of glass. In this paper aspects of design and analysis are presented. [ABSTRACT FROM AUTHOR]

Published
2015
Full Text
View/download PDF

11. Dynamic Impact Test of the Railing with Dissipative Elements.

Author

Afronie, Eugen-Marius, Mănescu, Tiberiu Ștefan, and Bîtea, Constantin Vasile

Subjects
*ROAD safety measures, *HAND-railing, *ROAD users, *TRAFFIC lanes, *IMPACT testing
Abstract

By definition, the railing is a wall or a railing of little height witch serves to delimit the edge of a road, a bridge, aimed at stopping vehicles and restoration mainly on carriageway, pedestrians and conveyance of other road users. [ABSTRACT FROM AUTHOR]

Published
2013

12. Failure Mode and Ultimate Strength of Precast Concrete Barrier.

Author

Se-Jin Jeon, Myoung-Sung Choi, and Young-Jin Kim

Subjects
PRECAST concrete, CRACKING of concrete, GIRDERS, CONCRETE beams, STRUCTURAL engineering
Abstract

A new type of precast concrete barrier system was developed and a full-scale static test was performed. An efficient method was devised to combine the barrier and deck by using protruded reinforcements and a mortar filling. Five specimens were fabricated with different test variables that simulate the cantilevered part of the deck and a series of precast barriers. Test levels and the corresponding loading patterns simulating a vehicle crash were adopted from AASHTO LRFD specifications. The developed precast barriers attained an ultimate capacity equivalent to that of a conventional cast-in-place barrier. The cracking patterns were analyzed in terms of the yield line theory presented in AASHTO LRFD specifications. An alternative failure mode and corresponding predictive equations were proposed for the ultimate strength by reflecting characteristics of the barrier shape. The longitudinal discontinuity of precast barrier segments was also addressed by accounting for the crashing location and possible failure modes. [ABSTRACT FROM AUTHOR]

Published
2011
Full Text
View/download PDF

13. İnşaat işlerinde meydana gelen süreksiz boşlukların oluşturduğu tehlikeler ve koruma uygulamaları

Author

Görmüş, Onur, Büyükakıncı, Banu Yeşim, and İş Sağlığı ve Güvenliği Ana Bilim Dalı

Subjects
Work safety, Occupational health, Occupational accidents, Accidents, Railing, Security, İnşaat Mühendisliği, Civil Engineering, Construction sector, Construction
Abstract

Ülkemiz inşaat sektöründe ağır yaralanmaların ve ölümle sonuçlanan iş kaza tipleri arasında, süreksiz boşluklarda meydana gelen insan düşmesi tipinde ki kazaların genellikle toplu koruma önlemlerinin ya doğru uygulanmamasından ya da hiç uygulanmamasından kaynaklandığı görülmüştür. İnşaat sahalarında uygulanan toplu koruma tedbirlerinin hiçbir standart, kanun ya da yönetmeliklere bağlı olarak yapılmaması sorunların temelini oluşturmaktadır. Süreksiz boşluklarda yapılan çalışmalarda, kullanılan sistemlerin kurulumu, sökümü ve montajında yapılan hatalar ve eksiklikler iş kazalarının meydana gelmesinde en önemli nedenler olarak göze çarpmaktadır. İnşaat işlerinde yapılan her türlü koruma önleminde ilk amaç çalışanı yanıltmayacak şekilde ve tehlikeye karşı güvenli olacak şekilde koruması gerekmektedir.Toplu koruma yöntemleri düşme durdurucu ve düşme önleyici sistemler olmak üzere iki sınıfa ayrılmaktadır. Düşme önleyici sistem TS EN 13374 Standardına uygun üretilmiş korkuluk sistemleridir. Düşme durdurucu sistemler ise TS EN 1263-1 ve TS EN 1263-2 Güvenlik Ağı sistemleridir. Bu sistemlerin inşaat işlerinde kullanılması büyük önem arz etmektedir.Bu tez çalışmasında TS EN 13374 Standardı, TS EN 1263-1 ve TS EN 1263-2 Standardı hakkında teorik bilgilere yer verilmiştir. Daha sonra Marmara Bölgesinin farklı bölgelerinde bulunan beş tane inşaat projesinde yüz kişi ile anket çalışması yapılmış ve elde edilen veriler kapsamında genel bir tablo ortaya konulmaya çalışılmıştır.Anahtar Kelimeler : Korkuluklar, Güvenlik Ağları , İş Kazaları, İnşaat The types of accidents such as falling from discontinuous spaces are among the types of accidents that result in severe injury and death in the construction business of our country. This is usually due to the fact that collective protection measures are not implemented correctly or not implemented at all. The fact that the collective protection measures applied at the construction sites are not made according to any standards, laws or regulations is the main reason for the serious consequences of accidents. In the studies carried out in discontinuous cavities, the installation, dismantling and installation of the systems used, errors and deficiencies are the most important reasons for the occurrence of occupational accidents. In all kinds of protection measures in construction works, the first aim should be to keep the employee in a safe manner and to keep them safe from the hazards they protect.Collective protection methods are classified into 2 categories as fall arrest and fall prevention systems. Fall prevention systems are temporary edge protection systems which are produced in accordance with TS EN 13374 Standard. Fall arrest systems are TS EN 1263-1 and TS EN 1263-2 Safety Net systems. The use of these systems in construction works is of great importance.In this thesis, theoretical information about TS EN 13374 Standard, TS EN 1263-1 and TS EN 1263-2 Standard are given. Then, a survey has been conducted with one hundred people in five construction projects in different areas of the Marmara Region, and a general picture of the matter has been tried to be drawn up within the scope of the data obtained.Keywords: Railings, Safety Nets, Occupational Accidents, Construction 128

Published
2019

14. DYNAMIC PERFORMANCE OF A NEWLY DEVELOPED BRIDGE RAILING USING EXTRUDED ALUMINUM-ALLOY POST

Author

ITOH, Yoshito, YOSHINO, Akihiro, SAKEMI, Masashi, and SATO, Ryoichi

Subjects
extruded post, dynamic impact test, numerical analysis, aluminum alloy, railing
Abstract

多室ホロー断面を持つアルミニウム合金押出形材を支柱に用いた新たな橋梁用ビーム型車輌防護柵が，防護柵設置基準・同解説に基づいて開発された．支柱の静的曲げ実験が行われ，得られた支柱の極限支持力を部材選定域グラフにプロットして所定の範囲に入ることが確認された．この防護柵支柱は多室ホロー断面の上部支柱と下部支柱の2つのアルミニウム合金押出形材を，嵌合とステンレスボルトを用いて接合した新しい形式であるので，本研究では衝撃荷重下の動的な挙動を重錘衝突実験と数値解析により求めた．また，この支柱を用いた橋梁用防護柵の車輌衝突シミュレーションを行い，その結果，新たに開発された本防護柵は十分な性能を有していることを明らかにした．, A new type of post for the bridge beam-type railing has been developed using the extruded multi-follow-type shape of aluminum-alloy to have the improved landscape and permeability following the bridge railing specifications. First, dynamic impact tests using a steel heavy ball and numerical analyses simulation have been performed for model posts made from aluminum alloy plate to determine the multi-hollow-type sectional dimensions. Then, extruded posts have been tested and analyzed to prove the dynamic performance. The new type of aluminum-alloy extruded post has a good performance even subjected to the dynamic impact using a heavy steel ball. Finally a collision analysis has been done between a vehicle and a newly developed railing to prove the safety and guide performance.

Published
2015

15. Simulation of Road safety H2 Railing with different Spacing between Pillars

Author

Eugen-Marius Afronie and Tiberiu Ștefan Mănescu

Subjects
safety, lcsh:TA1-2040, steel, protection, lcsh:Engineering (General). Civil engineering (General), railing
Abstract

The purpose of this paper is to verify through finite element analysis, behaviour of road impact railing. The vehicle used is a hard type, in our case a bus. By definition, the railing is a wall or a railing of little height witch serves to delimit the edge of a road, a bridge, aimed at stopping vehicles and restoration mainly on carriageway, pedestrians and conveyance of other road users.

Published
2013

16. Dynamic Impact Test of the Railing with Dissipative Elements

Author

Eugen-Marius Afronie, Tiberiu Ștefan Mănescu, and Constantin Vasile Bîtea

Subjects
lcsh:TA1-2040, deformation, steel, protection, lcsh:Engineering (General). Civil engineering (General), railing
Abstract

By definition, the railing is a wall or a railing of little height witch serves to delimit the edge of a road, a bridge, aimed at stopping vehicles and restoration mainly on carriageway, pedestrians and conveyance of other road users.

Published
2013

17. Sampling Type Influence in the Estimation of Eucalyptus Wood Volume by Kriging

Author

Wellington Jorge Cavalcanti Lundgren, Rinaldo Luiz Caraciolo Ferreira, and José Antônio Aleixo da Silva

Subjects
0106 biological sciences, semivariogram, spatial dependence, 01 natural sciences, volume de madeira, Kriging, geoestatística, geostatistics, lcsh:Forestry, Mathematics, gradeamento, Sampling (statistics), Forestry, semivariograma, 04 agricultural and veterinary sciences, Eucalyptus, wood volume, 040103 agronomy & agriculture, lcsh:SD1-669.5, 0401 agriculture, forestry, and fisheries, Cluster sampling, dependência espacial, 010606 plant biology & botany, railing
Abstract

RESUMO O objetivo da pesquisa foi verificar se a estimativa do volume individual de madeira por árvore realizada pela krigagem é influenciada pelo tipo de amostragem. Um povoamento com 1.875 árvores de eucalipto foi demarcado em um plano cartesiano (X, Y) e cubado rigorosamente pelo método de Smalian. Foram retiradas seis amostragens, cada uma contendo 106 árvores. Duas amostragens por gradeamento, duas aleatórias e duas por grade aglomerada. Os semivariogramas para cada uma das amostragens e mapas do volume individual das árvores foram construídos por krigagem. Onze tipos de erros foram comparados e ranqueados. A amostragem aleatória apresentou os melhores resultados e a amostragem grade aglomerada, os piores. ABSTRACT The objective was to verify if the estimate of the individual volume of wood per tree conducted by kriging is influenced by the type of sampling. A settlement with 1875 eucalyptus trees was marked on a Cartesian plane (X, Y) and strictly cubed using the Smalian method. Six samples were taken, each containing 106 trees. Two samples per railing, two random samples and two by crowded grid. The semivariograms were constructed for each of the sampling and maps of the individual volume of trees were constructed by kriging. Eleven types of errors were compared and ranked. Random sampling showed the best results and clustered sampling grid showed the worst results.

Published
2016

18. Safety-shaped concrete bridge railings and traffic barriers using GFRP reinforcement

Author

Rinaldi, V., Savoia, M., NANNI, ANTONIO, Realfonzo R.,Mazzotti C.,Coppola L.,Chiorino M.A.,Riva P., Rinaldi, Valentino, Savoia, Marco, Nanni, Antonio, Realfonzo R., Mazzotti C., Coppola L., Chiorino M.A., Riva P., Rinaldi, V., and Savoia, M.

Subjects
Concrete construction, Design, Crashworthine, Environmental condition, Concrete bridge, Glass fiber reinforced plastic, Traffic barrier, GFRP, Railing, Bridge, Civil and Structural Engineering, Fiber reinforced plastic, Infrastructure, Concrete building, Steel reinforced concrete, Transportation infrastructures, Concrete reinforcement, Building and Construction, Corrosive environment, Corrosion, Reinforced concrete, Automobile manufacture, Composite structure, Materials Science (all), Sustainable development, Concrete highway bridge, Glass fiber reinforced polymer, Concrete, RC
Abstract

The demand for the development of a more efficient and durable transportation infrastructure is among the top priorities of highway authorities worldwide. In the United States, the economic impact of steel corrosion for concrete highway bridges is estimated to exceed 15 percent of total annual costs. Degradation affecting steel reinforced concrete (RC) bridge superstructures exposed to harsh environmental conditions is not limited to decks, but includes railings and barriers and can significantly compromise their crashworthiness. Glass fiber reinforced polymer (GFRP) is highly suitable for reinforcing concrete structures subjected to corrosive environments and a number of projects have demonstrated its viability as an alternative reinforcement for bridge decks. Until recently, most traffic barriers using GFRP bars were vertical-faced systems. However, the impact time duration of vertical-faced barriers is shorter causing higher peak forces to be transferred to vehicle occupants. Nowadays, GFRP manufacturers can produce standard bar bends which can be used for the reinforcement of safety-shaped concrete railings and barriers. The implementation of GFRP bar bends requires some changes in the current design philosophy for railings and barriers. Whereas the overall goal of the research program is to make the technology of concrete bridge reinforcement with composites available to bridge owners and professionals, this paper provides the principles for the design of safety-shaped GFRP-reinforced concrete railings/barriers.

Published
2015

19. Совершенствование конструктивных и режимных параметров методической печи с шагающими балками РБЦ «ЕВРАЗ НТМК»

Subjects
РЕЛЬСЫ, ВОЛОКНИСТЫЙ, RAILING, STRUCTUAL ALTERATIONS, FIBRED, МЕТОДИЧЕСКАЯ ПЕЧЬ, LINING, ФУТЕРОВКА, КОНСТРУКТИВНЫЕ ИЗМЕНЕНИЯ, CONTINUOUS FURNACE
Abstract

Представлен анализ текущей конструкции методической печи. Показано, что для улучшения технико-экономических показателей возможно две модификации. Замена топливосжигающих устройств и огнеупорной кладки печи, предложен вариант частичной замены футеровки на волокнистую. Represent an analysis of the current design continuous furnace. It is shown that for the im-provement of technical and economic parameters maybe two modifications. Changing fuelfiring arrangement and refractory masonry of oven, offer a variant of the partial changing to the fibrous lining.

Published
2014

20. İstanbul Beşiktaş ilçesi'nde bulunan Osmanlı Dönemi mezarlarında madeni korkuluk ve kafesler

Author

Elemana, Halil, Duran, Remzi, Sanat Tarihi Anabilim Dalı, and Selçuk Üniversitesi, Sosyal Bilimler Enstitüsü

Subjects
Cast iron, Madeni kafes, Graves, Iron, Maçka graveyard, Ottoman State, Lattices, Osmanlı mezarlığı, Mezar, Maçka mezarlık, Wrought iron, Madeni korkuluk, Art History, Metal railing, Metal lattices, Ottoman graveyard, Pig iron, Railing, Grave, Dökme demir, Sanat Tarihi, Dövme demir, Beşiktaş, Şeyh yahya efendi, Ottoman Period
Abstract

Kadim bir millet olan Türkler, geleneklerine, inançlarına ve kültürlerine sıkı sıkıya bağlıdırlar. Bu bağlılığın en açık şekilde müşahede edileceği yer Türklere ait mezarlardır. Gerek Orta Asya kurgan ve balballarında gerekse türbelerde geleneklerin, inançların tesiri açık şekilde görülmektedir. Bir mezarın çevresinde oluşturulan madeni korkuluk ve kafesler basit işlevlerinin altında bazen derin manalar barındırmaktadır. Bunların en başında ölü için oluşturulan mekân kavramı gelmektedir. Madeni korkuluk ve kafeslerde görülen uygulamaların temeli ve kurgusu muhtemelen Orta Asya'daki Türk çadırlarına dayanmaktadır. Bilhassa madeni kafeslerde gözlemlediğimiz kuruluşların benzerleri Kırgızistan, Kazakistan ve Türkmenistan'da görülmektedir. Ancak buradaki örneklerin Osmanlı'daki madeni korkuluk ve kafeslerden ayrıldığı birkaç husus da mevcuttur. Bunların başında Osmanlı mezarlarındaki madeni korkuluk ve kafeslerinde görülen işçilik ve malzeme niteliği gelmektedir. Bu kaliteyi ortaya çıkaran XIX. yüzyılın teknik imkânları ve Osmanlı tebaasındaki usta demirciler ve dökmecilerdir. Dönemin madeni korkuluk, kafes ya da şebeke işlerinde Osmanlı Türklerinin yanı sıra Ermeni ve Rum ustaların isimleri, atölyeleri de karşımıza çıkmaktadır. Bunun yanında Süleymaniye'deki Dökmeciler Çarşısı ile Demirciler Çarşısı, Taşkızak Tersanesi, Yıldız Sarayı Dökümhanesi de önemli madeni eserlerin yapıldığı yerler arasındadır. Hem teknik imkânların gelişme gösterdiği hem de imar faaliyetlerinde görülen değişim süreci içerisinde var olan madeni mezar korkuluk ve kafesleri, bir yandan Osmanlı'nın endüstriyel üretimine ışık tutarken diğer yandan geleneksel Türk mezar tipolojisinin farklı bir açıdan gelişimini gözler önüne sermektedir. Aynı zamanda yine Osmanlı süsleme sanatındaki Batılılaşma izlerini de üzerinde barındıran madeni mezar korkuluk ve kafesleri, dönemin estetik algısını ortaya koymaktadır. Basit bir işleve sahip olan madeni mezar korkuluk ve kafesleri, bahsedilen hususların göz önünde bulundurulmasıyla sanat tarihi açısından öneme kavuşmaktadır., The Turks an old nation are adhere to their traditions, beliefs and cultures strictly. Turks' graveyards the places will be observed this adhesion clearly. It is seen that the effect of these customs and beliefs at Middle Asia cairn and Balbals (Turkish tombstone at middle Asia) clearly. We can see that a tomb tradition was shaped comelily from XIX. century in Ottoman. Metal railings and lattices around a grave have deep expressions beside of their simple functions. The most important of this expressions is a place for dead people. The installation and the place with railings and lattices based on Middle Asia Turkish Tent. Especially similar of installation in these metal lattices are seen Kyrgyzstan, Kazakhstan and Turkmenistan also. But these samples have some differences from metal railings and lattices in Ottoman. The first of these differences workship and qualification of material in Ottoman graves. The thing that show up this quality is technical possibilities of XIX. Century and non-muslim ironmasters and metal workers among Ottoman citizens. The work of railings and lattices are called with the name of Armenian and Greek people at that period. Dökmeciler (Foundry) and Demirciler bazaars in Süleymaniye, Taşkızak Shipyard, Yıldız Palace Foundry are between the important places that were made metal materials. Grave railings and lattices in the period of change in both development of technical facilities and reconstruction activities on one hand they shed light on industrial production of Ottoman Emperor on the other hand they reveal evolvement of Turkish grave typology. At the same time grave railings and lattices bear the trace of westernization in the Art of Ottoman Ornament and reveal the sense of aesthetics of that period. As stated above although metal grave railings and lattices have simple functions, they are so important in terms of art history.

Published
2014

21. Совершенствование конструктивных и режимных параметров методической печи с шагающими балками РБЦ «ЕВРАЗ НТМК»

Author

Куликов, И. С., Швыдкий, В. С., Куликов, И. С., and Швыдкий, В. С.

Abstract

Представлен анализ текущей конструкции методической печи. Показано, что для улучшения технико-экономических показателей возможно две модификации. Замена топливосжигающих устройств и огнеупорной кладки печи, предложен вариант частичной замены футеровки на волокнистую., Represent an analysis of the current design continuous furnace. It is shown that for the im-provement of technical and economic parameters maybe two modifications. Changing fuelfiring arrangement and refractory masonry of oven, offer a variant of the partial changing to the fibrous lining.

Published
2014

22. Development of Iowa Dot Combination Bridge Separation Barrier with Bicycle Railing

Author

Ginger, Chaz M.

Subjects
combination, bridge, bicycle, pedestrian, railing, crashworthy, crashworthiness, MwRSF, simulation, design, Automotive Engineering, Computer-Aided Engineering and Design, Structural Engineering, Transportation Engineering
Abstract

The Iowa Department of Transportation typically builds separation barriers between vehicle and pedestrian/bicycle facilities when sidewalks or trails are present on vehicular bridges. Currently, Iowa DOT employs a combination bridge rail that utilizes a concrete parapet that previously had been successfully evaluated to National Cooperative Highway Research Program (NCHRP) Report 350 Test Level 4 (TL-4) criteria for these situations. While the parapet had been successfully evaluated, the combination bridge rail system as a whole had not been evaluated to any crash test standards. Iowa DOT desired that researchers at Midwest Roadside Safety Facility (MwRSF) design and test a combination bridge separation barrier to current Manual for Assessing Safety Hardware (MASH) TL-2 standards to use in place of their current, untested system. During this effort, previous combination rails, low-height vertical parapets, and zone of intrusion (ZOI) studies were reviewed to provide guidance on system design. A simulation effort was also performed to aid in height selection of the parapet, as well as placement of the attached bicycle rail to reduce the amount of negative vehicle-to-rail interaction with the system. Using the information gathered during the review of previous systems and simulation effort, a full system design was produced. It was then recommended that the proposed system be evaluated to MASH test designation 2-11 in order to assess the system’s performance during a vehicle impact scenario. Advisor: John D. Reid

Published
2018

23. Influência do Tipo de Amostragem na Estimativa de Volume de Madeira de Eucalipto por Krigagem

Author

Wellington Jorge Cavalcanti Lundgren, José Antônio Aleixo da Silva, and Rinaldo Luiz Caraciolo Ferreira

Subjects
wood volume, semivariogram, geostatistics, spatial dependence, railing, Forestry, SD1-669.5
Abstract

RESUMO O objetivo da pesquisa foi verificar se a estimativa do volume individual de madeira por árvore realizada pela krigagem é influenciada pelo tipo de amostragem. Um povoamento com 1.875 árvores de eucalipto foi demarcado em um plano cartesiano (X, Y) e cubado rigorosamente pelo método de Smalian. Foram retiradas seis amostragens, cada uma contendo 106 árvores. Duas amostragens por gradeamento, duas aleatórias e duas por grade aglomerada. Os semivariogramas para cada uma das amostragens e mapas do volume individual das árvores foram construídos por krigagem. Onze tipos de erros foram comparados e ranqueados. A amostragem aleatória apresentou os melhores resultados e a amostragem grade aglomerada, os piores.

Full Text
View/download PDF

24. Gestion et réalisation d’un lot technique dans le cadre d’un marché public pour l’Hôpital d’Allauch

Author

Tagliati, Fabien, Centre d'enseignement Cnam Provence-Alpes-Côte d'Azur (CNAM Provence-Alpes-Côte d'Azur), Conservatoire National des Arts et Métiers [CNAM] (CNAM), and Hôpital d’Allauch, chemin des 1000 Écus, 13190 Allauch

Subjects
Escaliers métalliques, Garde-corps, Metallic stairs, Ouvrages galvanisés, Marché public, Shading, Railing, Public market, [SPI.MECA]Engineering Sciences [physics]/Mechanics [physics.med-ph], Brise-soleil, Galvanized structure
Abstract

The purpose of this dissertation is to present the management and the implementation of the locksmith’s trade and metalwork part within the framework of a public market for Allauch hospital. The project objective is to create a new division for Alzheimer disease and a specialized host house. The entire building trades are involved.The aim for the SAFM Company is to extend its expertise. Indeed, the building trade is a growing market and this first project will enable the company to gauge its ability to implement similar projects and develop business relationship with all the actors involved.This presentation explains the management rules that govern this type of project, its implementation and its management. Furthermore, technical, social, organizational or economic difficulties will be developed.; L’objet de ce mémoire est de présenter la gestion et la réalisation du lot serrurerie-métallerie dans le cadre d’un marché public pour l’hôpital d’Allauch. L’objectif du marché est de créer une nouvelle unité Alzheimer et une Maison d’accueil spécialisée. L’ensemble des corps de métier du bâtiment sont présents.L’objectif de la société SAFM est d’agrandir son cercle de compétences. En effet, le bâtiment est un marché porteur et ce premier marché servira à jauger notre capacité à réaliser des projets similaires et de développer ses relations commerciales à travers l’ensemble des corps d’état présents.La présentation expose les règles régissant ce type de marché, la réalisation des ouvrages et la gestion tout au long de ces étapes. Les difficultés rencontrées d’ordre techniques, relationnelles, organisationnelles ou économiques sont aussi présentées.

Published
2011

25. Manual for the Inspection of Wood Decks and Balconies

Author

Anderson, Cheryl A., Biological Systems Engineering, Woeste, Frank E., Perumpral, John V., and Loferski, Joseph R.

Subjects
balcony, deck, lumber, residential, rot, inspection, Wood, decay, railing
Abstract

Residential deck and balcony failures are preventable if the decks and balconies are maintained and inspected regularly. Inspection of in-service decks or balconies is not common and often is unregulated or building codes do not appear to be widely enforced. With every failure, the need for a comprehensive inspection manual for residential wood decks and balconies becomes more apparent. Research was conducted on inspection techniques, common deck and balcony construction methods, maintenance issues, decay detection and the evolution of the building code regulations on decks and balconies. Eight decks were inspected to find the extent of structural inadequacies and non-conformance with building codes. Using the information gathered from the research and inspections, a Manual for the Inspection of Residential Wood Decks and Balconies was written for professional inspectors and building officials. The manual includes recommended methods to prepare for inspection to preparation of final reports. It contains an appendix with information on the "pick test" for detecting early decay, information on adequate deck attachment, and a sample report for a complete deck inspection. Master of Science

Published
2002

26. Group of students, boilersuits

Author

Student Life-SUNY Maritime College and Student Life-SUNY Maritime College

Abstract

Group of students in boilersuits on deck of Empire State VI.

Published
2001

27. FANS HURT AT SNOOP DOGG CONCERT.

Author

HARRIS, DAN, FARIS, PAULA, and BANKERT, ADRIENNE

Abstract

DAN HARRIS (ABC NEWS) (Off-camera) But first here the chaos at the concert. Dozens of fans in New Jersey injured when a railing collapsed. [ABSTRACT FROM PUBLISHER]

Published
2016

28. BRAVES FAN FALLS TO DEATH.

Author

SPENCER, LARA and OSUNSAMI, STEVE

Abstract

LARA SPENCER (ABC NEWS) Matt Gutman, thank you. Turning now to a deadly fall at a major league baseball game. A fan dropping from the upper deck at Atlanta's Turner Field as the Braves played the New York Yankees. His death raising new questions about stadium safety. And ABC's Steve Osunsami has the story. [ABSTRACT FROM PUBLISHER]

Published
2015

29. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Leupold, Karel, Maceková, Věra, Manová, Ludmila, and Leupold, Karel

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Telč. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 35°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je osazena na mírně svažitém pozemku. Objekt je navržen podle platných norem., Bachelor´s thesis solve design of the Family house in city Telč. It is a two-storey house with a partial basement, the roof is pitched with a slope of 35°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

30. Model části budovy v programu Revit

Author

Berková, Alena, Volařík, Tomáš, Richterová, Zuzana, Berková, Alena, Volařík, Tomáš, and Richterová, Zuzana

Abstract

Cílem bakalářské práce bylo vytvořit model 1NP v programu Revit a vysvětlit postup práce v programu. Tento model je založen na reálné stavbě panelového domu, která se nachází v Brně na ulici Herčíkova 2. Vytvořený model vznikl na poskytnutých podkladech z roku 2018 v předmětu Komplexní projekt a z dochované původní projektové dokumentace z roku 1969. Celá bakalářská práce je členěna na kapitoly, které jsou pojmenované podle jednotlivých modelovaných prvků. Zejména u kapitol Podlaha, Schodiště, Zábradlí, Dveře, Okna, Popisy a Propojení projektů se nachází jejich detailnější popis, rozebrání problémů, názorné ukázky, práce s různými typy rodin, vložení souřadnicového systému a porovnání reality a modelu v projektu. Dále se v bakalářské práci nachází kapitola Tipy, která slouží pro zjednodušení práce v softwaru Revit., The aim of the bachelor thesis was to create a model of the ground floor in the software called Revit and explain the method of work in the program. This model is based on the real construction of a slab block which is located at Herčíkova 2, Brno. The created model was created on the provided documents from the 2018 course called Complex project and from the preserved original design documentation from 1969. The whole bachelor thesis is divided into chapters, which are named according to the individual modeled elements. Especially for the chapters Floor, Staircase, Railings, Doors, Windows, Annotations and Linking of projects, there is a more detailed description, analysis of problems, demonstrations, working with different types of families, inserting coordinate system and comparing reality and model in the project. Furthermore, in the bachelor's thesis there is a chapter Tips, which is used to simplify work in software Revit.

31. Rodinný dvojdům, Lanškroun

Author

Bečkovský, David, Kalábová, Tereza, Němec, Ondřej, Bečkovský, David, Kalábová, Tereza, and Němec, Ondřej

Abstract

Bakalářská práce vychází z návrhu rodinného dvojdomu v Lanškrouně, na ulici Slovenské. Zadaná stavební parcela se nachází v nově vzniklé čtvrti, na okraji města, která je určená pro zástavbu rodinnými domy. Dvojdům má tvar přibližně obdélníkový a je tvořen dvěmi obytnými částmi, z nichž každá dostačuje pro bydlení čtyř až pěti osob. Pokoje pro bydlení jsou orientovány jižním směrem, což umožňuje v přízemí možnost vstupu do zahrady, v patře pak na terasu. Součástí domu je i garáž, pro každou obytnou část vždy pro jeden osobní automobil., The bachelor thesis is based on design of semi-atteched house on the street Slovenské in Lanškroun. Bulding plot is situated in new city quarter determined for family houses outside the city center. Shape of semi-atteched house is almost rectangle and it is made of two parts where each part is designed for family of four to five members. All living rooms are oriented to south that allows residents to enter the garden and the patio in first floor. Each part of house includes garage for one car.

32. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Jureček, Jiří, Maceková, Věra, Manová, Ludmila, and Jureček, Jiří

Abstract

Bakalářská práce řeší návrh rodinného domu v obci Nové Veselí. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 30°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je Osazena na mírně svažitém pozemku. Objekt je navržen dle platných norem., Bachelor´s thesis solve design of the Family house in village Nové Veselí. I tis a two storey house with a partial basement, the roof is pitched with a slope of 30°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

33. Rodinný dům

Author

Klimešová, Jarmila, Chuchma, Lukáš, Nosek, Martin, Klimešová, Jarmila, Chuchma, Lukáš, and Nosek, Martin

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Helenín. Objekt je navržen podle platných norem. Objekt má dvě příjezdové cesty. Budova má dvě nadzemní podlaží a jedno podzemní podlaží. V suterénu je cestovní kancelář a garáž. V objektu jsou tři byty. Dům má dva balkony a dvě terasy. Střecha je plochá s valbami., Bachelor´s thesis solve design of the Family house in city Helenín. The object is designed by valid standard. The object has two driveway. The bulding has two abovegroung floor and one subterranean floof. In the basement is travel agency and garage. In the object there are three flats. The house has two balconies and two terraces. The roof is flat with hippes.

34. Rodinný dvojdům, Lanškroun

Author

Bečkovský, David, Kalábová, Tereza, Němec, Ondřej, Bečkovský, David, Kalábová, Tereza, and Němec, Ondřej

Abstract

Bakalářská práce vychází z návrhu rodinného dvojdomu v Lanškrouně, na ulici Slovenské. Zadaná stavební parcela se nachází v nově vzniklé čtvrti, na okraji města, která je určená pro zástavbu rodinnými domy. Dvojdům má tvar přibližně obdélníkový a je tvořen dvěmi obytnými částmi, z nichž každá dostačuje pro bydlení čtyř až pěti osob. Pokoje pro bydlení jsou orientovány jižním směrem, což umožňuje v přízemí možnost vstupu do zahrady, v patře pak na terasu. Součástí domu je i garáž, pro každou obytnou část vždy pro jeden osobní automobil., The bachelor thesis is based on design of semi-atteched house on the street Slovenské in Lanškroun. Bulding plot is situated in new city quarter determined for family houses outside the city center. Shape of semi-atteched house is almost rectangle and it is made of two parts where each part is designed for family of four to five members. All living rooms are oriented to south that allows residents to enter the garden and the patio in first floor. Each part of house includes garage for one car.

35. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Leupold, Karel, Maceková, Věra, Manová, Ludmila, and Leupold, Karel

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Telč. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 35°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je osazena na mírně svažitém pozemku. Objekt je navržen podle platných norem., Bachelor´s thesis solve design of the Family house in city Telč. It is a two-storey house with a partial basement, the roof is pitched with a slope of 35°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

36. Model části budovy v programu Revit

Author

Berková, Alena, Volařík, Tomáš, Richterová, Zuzana, Berková, Alena, Volařík, Tomáš, and Richterová, Zuzana

Abstract

Cílem bakalářské práce bylo vytvořit model 1NP v programu Revit a vysvětlit postup práce v programu. Tento model je založen na reálné stavbě panelového domu, která se nachází v Brně na ulici Herčíkova 2. Vytvořený model vznikl na poskytnutých podkladech z roku 2018 v předmětu Komplexní projekt a z dochované původní projektové dokumentace z roku 1969. Celá bakalářská práce je členěna na kapitoly, které jsou pojmenované podle jednotlivých modelovaných prvků. Zejména u kapitol Podlaha, Schodiště, Zábradlí, Dveře, Okna, Popisy a Propojení projektů se nachází jejich detailnější popis, rozebrání problémů, názorné ukázky, práce s různými typy rodin, vložení souřadnicového systému a porovnání reality a modelu v projektu. Dále se v bakalářské práci nachází kapitola Tipy, která slouží pro zjednodušení práce v softwaru Revit., The aim of the bachelor thesis was to create a model of the ground floor in the software called Revit and explain the method of work in the program. This model is based on the real construction of a slab block which is located at Herčíkova 2, Brno. The created model was created on the provided documents from the 2018 course called Complex project and from the preserved original design documentation from 1969. The whole bachelor thesis is divided into chapters, which are named according to the individual modeled elements. Especially for the chapters Floor, Staircase, Railings, Doors, Windows, Annotations and Linking of projects, there is a more detailed description, analysis of problems, demonstrations, working with different types of families, inserting coordinate system and comparing reality and model in the project. Furthermore, in the bachelor's thesis there is a chapter Tips, which is used to simplify work in software Revit.

37. Rodinný dům

Author

Klimešová, Jarmila, Chuchma, Lukáš, Nosek, Martin, Klimešová, Jarmila, Chuchma, Lukáš, and Nosek, Martin

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Helenín. Objekt je navržen podle platných norem. Objekt má dvě příjezdové cesty. Budova má dvě nadzemní podlaží a jedno podzemní podlaží. V suterénu je cestovní kancelář a garáž. V objektu jsou tři byty. Dům má dva balkony a dvě terasy. Střecha je plochá s valbami., Bachelor´s thesis solve design of the Family house in city Helenín. The object is designed by valid standard. The object has two driveway. The bulding has two abovegroung floor and one subterranean floof. In the basement is travel agency and garage. In the object there are three flats. The house has two balconies and two terraces. The roof is flat with hippes.

38. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Jureček, Jiří, Maceková, Věra, Manová, Ludmila, and Jureček, Jiří

Abstract

Bakalářská práce řeší návrh rodinného domu v obci Nové Veselí. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 30°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je Osazena na mírně svažitém pozemku. Objekt je navržen dle platných norem., Bachelor´s thesis solve design of the Family house in village Nové Veselí. I tis a two storey house with a partial basement, the roof is pitched with a slope of 30°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

41. Model části budovy v programu Revit

Author

Berková, Alena, Volařík, Tomáš, Berková, Alena, and Volařík, Tomáš

Abstract

Cílem bakalářské práce bylo vytvořit model 1NP v programu Revit a vysvětlit postup práce v programu. Tento model je založen na reálné stavbě panelového domu, která se nachází v Brně na ulici Herčíkova 2. Vytvořený model vznikl na poskytnutých podkladech z roku 2018 v předmětu Komplexní projekt a z dochované původní projektové dokumentace z roku 1969. Celá bakalářská práce je členěna na kapitoly, které jsou pojmenované podle jednotlivých modelovaných prvků. Zejména u kapitol Podlaha, Schodiště, Zábradlí, Dveře, Okna, Popisy a Propojení projektů se nachází jejich detailnější popis, rozebrání problémů, názorné ukázky, práce s různými typy rodin, vložení souřadnicového systému a porovnání reality a modelu v projektu. Dále se v bakalářské práci nachází kapitola Tipy, která slouží pro zjednodušení práce v softwaru Revit., The aim of the bachelor thesis was to create a model of the ground floor in the software called Revit and explain the method of work in the program. This model is based on the real construction of a slab block which is located at Herčíkova 2, Brno. The created model was created on the provided documents from the 2018 course called Complex project and from the preserved original design documentation from 1969. The whole bachelor thesis is divided into chapters, which are named according to the individual modeled elements. Especially for the chapters Floor, Staircase, Railings, Doors, Windows, Annotations and Linking of projects, there is a more detailed description, analysis of problems, demonstrations, working with different types of families, inserting coordinate system and comparing reality and model in the project. Furthermore, in the bachelor's thesis there is a chapter Tips, which is used to simplify work in software Revit.

42. Model části budovy v programu Revit

Author

Berková, Alena, Volařík, Tomáš, Berková, Alena, and Volařík, Tomáš

Abstract

Cílem bakalářské práce bylo vytvořit model 1NP v programu Revit a vysvětlit postup práce v programu. Tento model je založen na reálné stavbě panelového domu, která se nachází v Brně na ulici Herčíkova 2. Vytvořený model vznikl na poskytnutých podkladech z roku 2018 v předmětu Komplexní projekt a z dochované původní projektové dokumentace z roku 1969. Celá bakalářská práce je členěna na kapitoly, které jsou pojmenované podle jednotlivých modelovaných prvků. Zejména u kapitol Podlaha, Schodiště, Zábradlí, Dveře, Okna, Popisy a Propojení projektů se nachází jejich detailnější popis, rozebrání problémů, názorné ukázky, práce s různými typy rodin, vložení souřadnicového systému a porovnání reality a modelu v projektu. Dále se v bakalářské práci nachází kapitola Tipy, která slouží pro zjednodušení práce v softwaru Revit., The aim of the bachelor thesis was to create a model of the ground floor in the software called Revit and explain the method of work in the program. This model is based on the real construction of a slab block which is located at Herčíkova 2, Brno. The created model was created on the provided documents from the 2018 course called Complex project and from the preserved original design documentation from 1969. The whole bachelor thesis is divided into chapters, which are named according to the individual modeled elements. Especially for the chapters Floor, Staircase, Railings, Doors, Windows, Annotations and Linking of projects, there is a more detailed description, analysis of problems, demonstrations, working with different types of families, inserting coordinate system and comparing reality and model in the project. Furthermore, in the bachelor's thesis there is a chapter Tips, which is used to simplify work in software Revit.

43. Rodinný dvojdům, Lanškroun

Author

Bečkovský, David, Kalábová, Tereza, Bečkovský, David, and Kalábová, Tereza

Abstract

Bakalářská práce vychází z návrhu rodinného dvojdomu v Lanškrouně, na ulici Slovenské. Zadaná stavební parcela se nachází v nově vzniklé čtvrti, na okraji města, která je určená pro zástavbu rodinnými domy. Dvojdům má tvar přibližně obdélníkový a je tvořen dvěmi obytnými částmi, z nichž každá dostačuje pro bydlení čtyř až pěti osob. Pokoje pro bydlení jsou orientovány jižním směrem, což umožňuje v přízemí možnost vstupu do zahrady, v patře pak na terasu. Součástí domu je i garáž, pro každou obytnou část vždy pro jeden osobní automobil., The bachelor thesis is based on design of semi-atteched house on the street Slovenské in Lanškroun. Bulding plot is situated in new city quarter determined for family houses outside the city center. Shape of semi-atteched house is almost rectangle and it is made of two parts where each part is designed for family of four to five members. All living rooms are oriented to south that allows residents to enter the garden and the patio in first floor. Each part of house includes garage for one car.

44. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Maceková, Věra, and Manová, Ludmila

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Telč. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 35°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je osazena na mírně svažitém pozemku. Objekt je navržen podle platných norem., Bachelor´s thesis solve design of the Family house in city Telč. It is a two-storey house with a partial basement, the roof is pitched with a slope of 35°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

45. Rodinný dům

Author

Klimešová, Jarmila, Chuchma, Lukáš, Klimešová, Jarmila, and Chuchma, Lukáš

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Helenín. Objekt je navržen podle platných norem. Objekt má dvě příjezdové cesty. Budova má dvě nadzemní podlaží a jedno podzemní podlaží. V suterénu je cestovní kancelář a garáž. V objektu jsou tři byty. Dům má dva balkony a dvě terasy. Střecha je plochá s valbami., Bachelor´s thesis solve design of the Family house in city Helenín. The object is designed by valid standard. The object has two driveway. The bulding has two abovegroung floor and one subterranean floof. In the basement is travel agency and garage. In the object there are three flats. The house has two balconies and two terraces. The roof is flat with hippes.

46. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Maceková, Věra, and Manová, Ludmila

Abstract

Bakalářská práce řeší návrh rodinného domu v obci Nové Veselí. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 30°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je Osazena na mírně svažitém pozemku. Objekt je navržen dle platných norem., Bachelor´s thesis solve design of the Family house in village Nové Veselí. I tis a two storey house with a partial basement, the roof is pitched with a slope of 30°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

47. Rodinný dvojdům, Lanškroun

Author

Bečkovský, David, Kalábová, Tereza, Bečkovský, David, and Kalábová, Tereza

Abstract

Bakalářská práce vychází z návrhu rodinného dvojdomu v Lanškrouně, na ulici Slovenské. Zadaná stavební parcela se nachází v nově vzniklé čtvrti, na okraji města, která je určená pro zástavbu rodinnými domy. Dvojdům má tvar přibližně obdélníkový a je tvořen dvěmi obytnými částmi, z nichž každá dostačuje pro bydlení čtyř až pěti osob. Pokoje pro bydlení jsou orientovány jižním směrem, což umožňuje v přízemí možnost vstupu do zahrady, v patře pak na terasu. Součástí domu je i garáž, pro každou obytnou část vždy pro jeden osobní automobil., The bachelor thesis is based on design of semi-atteched house on the street Slovenské in Lanškroun. Bulding plot is situated in new city quarter determined for family houses outside the city center. Shape of semi-atteched house is almost rectangle and it is made of two parts where each part is designed for family of four to five members. All living rooms are oriented to south that allows residents to enter the garden and the patio in first floor. Each part of house includes garage for one car.

48. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Maceková, Věra, and Manová, Ludmila

Abstract

Bakalářská práce řeší návrh rodinného domu v obci Nové Veselí. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 30°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je Osazena na mírně svažitém pozemku. Objekt je navržen dle platných norem., Bachelor´s thesis solve design of the Family house in village Nové Veselí. I tis a two storey house with a partial basement, the roof is pitched with a slope of 30°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

49. Rodinný dům

Author

Klimešová, Jarmila, Chuchma, Lukáš, Klimešová, Jarmila, and Chuchma, Lukáš

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Helenín. Objekt je navržen podle platných norem. Objekt má dvě příjezdové cesty. Budova má dvě nadzemní podlaží a jedno podzemní podlaží. V suterénu je cestovní kancelář a garáž. V objektu jsou tři byty. Dům má dva balkony a dvě terasy. Střecha je plochá s valbami., Bachelor´s thesis solve design of the Family house in city Helenín. The object is designed by valid standard. The object has two driveway. The bulding has two abovegroung floor and one subterranean floof. In the basement is travel agency and garage. In the object there are three flats. The house has two balconies and two terraces. The roof is flat with hippes.

50. Rodinný dům

Author

Maceková, Věra, Manová, Ludmila, Maceková, Věra, and Manová, Ludmila

Abstract

Bakalářská práce řeší návrh rodinného domu ve městě Telč. Jedná se o dvoupodlažní dům částečně podsklepený, střecha je sedlová se sklonem 35°. Dům je navržen z cihelných tvarovek POROTHERM. Budova je osazena na mírně svažitém pozemku. Objekt je navržen podle platných norem., Bachelor´s thesis solve design of the Family house in city Telč. It is a two-storey house with a partial basement, the roof is pitched with a slope of 35°. The house is designed of brick POROTHERM. The building is set on a land slightly sloping. The object is designed by valid standard.

Catalog

Books, media, physical & digital resources
See catalog results