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Готові списки джерел за темами / Systems of waterproofing

Добірка наукової літератури з теми "Systems of waterproofing"

Автор: Grafiati

Опубліковано: 4 травня 2022

Оновлено: 5 травня 2022

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Статті в журналах з теми "Systems of waterproofing":

1

Safiuddin, Md, and Khaled A. Soudki. "WATER VAPOR TRANSMISSION AND WATERPROOFING PERFORMANCE OF CONCRETE SEALER AND COATING SYSTEMS." Journal of Civil Engineering and Management 21, no. 7 (July 10, 2015): 837–44. http://dx.doi.org/10.3846/13923730.2014.893905.

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This paper reports the water vapor transmission and waterproofing performance of a silane-based penetrating sealer (PS), two cementitious coatings (CC1 and CC2), and a polymeric coating (PC). The sealer and coating products were applied on 100-mm concrete cubes. In total, fifteen concrete cubes including the control specimens were prepared. The treated concrete cubes were tested to determine the ability of the selected products to improve waterproofing and to transmit water vapor. The correlation between water vapor transmission and waterproofing performance was also examined. Experimental results revealed that the cementitious coating CC2 had the lowest degree of water vapor transmission but the highest degree of waterproofing performance. In contrast, the highest degree of water vapor transmission but the lowest degree of waterproofing performance were observed for the cementitious coating CC1. The penetrating sealer PS provided greater water vapor transmission but lower waterproofing ability than the polymeric coating PC and the cementitious coating CC2. The best-performing coating with regard to water vapor transmission and waterproofing was the polymeric coating PC. Furthermore, the water vapor transmission and waterproofing performance of the sealer and coating systems were strongly correlated; this suggests that one of these two properties can be predicted by testing the other.

2

Sriravindrarajah, Rasiah, and Elizebeth Tran. "Waterproofing practices in Australia for building construction." MATEC Web of Conferences 195 (2018): 01002. http://dx.doi.org/10.1051/matecconf/201819501002.

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Waterproofing is an essential component in building construction to maintain the integrity of buildings with reduced maintenance cost. A comprehensive waterproofing system is an integrated combination of factors, and includes product selection, membrane detail, substrate preparation, design, installation and maintenance. It is designed to work under different environmental conditions, substrates and applications. Proper understanding of the issues related to waterproofing membrane systems is important to minimise the waterproofing failures in both commercial and residential buildings. This paper aims to discuss Standards and Codes; membrane systems and performance, waterproofing practices, design and installation techniques, inspection and testing and quality assurance adopted by the waterproofing industry in Australia.

3

Petříček, Tomáš, Petr Kacálek, and Radim Smolka. "Single-Layer Mechanical Fastening Waterproofing Systems." Advanced Materials Research 1041 (October 2014): 71–74. http://dx.doi.org/10.4028/www.scientific.net/amr.1041.71.

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Single-layer mechanical fastening waterproofing systems are often used within the compositions of flat roofs. Although in case of plastic based systems it is a common solution, for bitumen sheets it handles about a relatively new approach, since the application of asphalt has a long history in the building industry.There are some key factors which all of the one-layer mechanically fastening systems should meet, especially water-resistance and resistance against the suction of wind. The application of dynamic loads on the joints may damage the bonds, which may lead to leakage of water. In particular the most delicate locations are the anchoring points at places where the waterproofing sheets are not connected mutually and the wind is captured.Research was focused on the extent at which the strength of the resulting mechanically fastened joints is affected by the placement of fastenings elements within the strip overlap, including the possibilities when the distances from the edge.

4

Dudás, Annamária, Valéria V. Horn, and Gergő Vinczlér. "Experiment Based Analysis of Complex Posterior Waterproofing Systems." Applied Mechanics and Materials 861 (December 2016): 449–56. http://dx.doi.org/10.4028/www.scientific.net/amm.861.449.

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In connection with the problems of aging European building stock, the opportunity of posterior waterproofing methods emerges as a relevant solution. There are different technologies which are suitable against rising damp in walls, but the chemical injection system through injection boreholes is the most commonly used method due to its extensive usability and fast implementation. The aim of the experimental research was to measure the efficiency of the chemical injection method by the penetration of the injection agents. There were built several specimens of small size solid bricks and some further ones of coarse limestones. The three months long research allowed to determine the moisture content of the specimens before and after the injection process. The received results were mass-based and moisture content data was measured by Protimeter. Surface coating and renovation plaster give additional moisture protection and along with the chemical injection provide a complete posterior waterproofing system. The elements of posterior waterproofing cause changes in the vapour diffusion of renovated structures. However, diffusion-open orders of layers can solve the problem of evaporation, as environmental friendly reconstruction solutions. Based on the measured results of rising damp and known characteristics of cement-based waterproofing and renovation plasters, thermal simulations and hygrothermal analysis and thus building physical conclusions have been performed.

5

Marijs, P. D., and R. L. Bonafont. "Mechanical behaviour of bituminous waterproofing membrane systems." Journal of Applied Chemistry 20, no. 1 (May 4, 2007): 11–20. http://dx.doi.org/10.1002/jctb.5010200103.

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6

Blight, G. E. "A study of four waterproofing systems for concrete." Magazine of Concrete Research 43, no. 156 (September 1991): 197–203. http://dx.doi.org/10.1680/macr.1991.43.156.197.

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7

Feiteira, João, J. Grandão Lopes, and J. de Brito. "Mechanical Performance of Liquid-Applied Roof Waterproofing Systems." Journal of Performance of Constructed Facilities 27, no. 3 (June 2013): 244–51. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000314.

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8

Parah Salsabeel Jalal, Parah Salsabeel Jalal, Indra Kumar Pandey Indra Kumar Pandey, Ashok k. Tiwari Ashok k Tiwari, and Vikas Srivastava Vikas Srivastava. "Effect of Waterproofing Systems and Materials on Environment." Journal of Environmental Nanotechnology 7, no. 4 (2018): 40–45. http://dx.doi.org/10.13074/jent.2018.12.184326.

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9

Sokova, Serafima, and Nadezhda Smirnova. "Reliability assessment of waterproofing systems of buildings underground parts." IOP Conference Series: Materials Science and Engineering 365 (June 2018): 052028. http://dx.doi.org/10.1088/1757-899x/365/5/052028.

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10

Drochytka, Rostislav, Matej Ledl, Jiri Bydzovsky, Nikol Zizkova, and Johannes Bester. "Use of Secondary Crystallization and Fly Ash in Waterproofing Materials to Increase Concrete Resistance to Aggressive Gases and Liquids." Advances in Civil Engineering 2019 (May 29, 2019): 1–12. http://dx.doi.org/10.1155/2019/7530325.

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This paper describes the use of cement-based waterproofing screed and waterproofing coating, in which 10% of the original amount of cement was replaced by fly ash and 2% of the crystallization admixture was added by weight of cement, as a mean of protection of concrete against aggressive environments. The modified materials were applied to the underlying concrete and subjected to testing of physical and mechanical properties after exposure to effects of aggressive environments for up to 18 months. The results of the analysis have shown that after the application of waterproofing materials, there is a sufficient development of the crystals in the underlying concrete to enhance its durability. Thus, it is possible to use fly ash functionally and efficiently in polymer cement systems as a substitute for the cement together with the crystallization admixture.

Більше джерел

Дисертації з теми "Systems of waterproofing":

1

Parsons, Austin 1959. "An analysis of residential window waterproofing systems." Thesis, Massachusetts Institute of Technology, 2004. http://hdl.handle.net/1721.1/27029.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Architecture, 2004.
Includes bibliographical references.
The prevalence of vinyl nail-on windows in the North American new home construction market has prompted ASTM International to write ASTM E2112-01 "Standard Practice for Installation of Exterior Windows, Doors and Skylights". This thesis focuses on the window jamb flashing recommendation in ASTM E2112-01 for vinyl nail-on windows by asking the question of whether a vinyl window's integral nail-on flange is by itself an adequate jamb flashing. To answer this question, the Jamb Drip Test was designed and completed on fourteen (14) window/wall details. The answer to the question depends on the window/wall construction sequence. When the weather resistant barrier (WRB) is installed prior to the window, it isn't. When the WRB is installed after the window, the nail-on fin is by itself an adequate jamb flashing. Based on this Jamb Drip Test study, a recommended window/wall construction sequence of sheathing- flashing (sill, jamb and head) - vinyl nail-on window - WRB - siding option is proposed. This sequence recognizes that while the nail-on fin may be an adequate jamb flashing, without flashing, the designer cannot take full advantage of the symbiotic relationship between the nail-on flange and the space it creates between the adjoining building elements (e.g. sheathing and the WRB). In this capacity, jamb flashing is added to the construction sequence to protect the sheathing from wetting and aid in directing incidental water to the exterior. Based on this proposed construction sequence, effort was focused on improving the present state of the art window/wall weatherproofing detail. An alternative to the use of high performance sealant to create the seal between the flashing and the window's nail-on flange is proposed. The present recommendation uses a
(cont.) one-piece folded sheet that envelops the window flange, WRB and at the same time incorporates the window flashing function. This novel, dual function (window seal + window flashing system) product is called w-Flashing. The thesis ends with a description of w-Flashing's performance attributes, prototype design and recommended installation sequence around a vinyl nail-on window.
by Austin Parsons.
S.M.

2

Lau, Soo-Khim. "The structure-property relationships of urethane-acrylic thermosetting systems." Thesis, Loughborough University, 1995. https://dspace.lboro.ac.uk/2134/27415.

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Urethane-acrylic copolymers have found increasing use as a radiation curable materials in the recent years. These copolymers are highly crosslinked through the use of acrylic monomers having more than one double bond. Stirling Lloyd had discovered such materials to be a successful alternative to the urethane or acrylics coatings as waterproof membrane coatings. In this project, structure-property relationships of UA copolymer systems were studied. These were peroxide cured at room temperature.

3

Righi, Geovane Venturini. "ESTUDO DOS SISTEMAS DE IMPERMEABILIZAÇÃO: PATOLOGIAS, PREVENÇÕES E CORREÇÕES ANÁLISE DE CASOS." Universidade Federal de Santa Maria, 2009. http://repositorio.ufsm.br/handle/1/7741.

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The waterproofing is a very important step in the civil construction, but it has been relegated, mostly by cost containment and misinformation, resulting in the manifestation of waterproofing pathologies. Repair costs of these pathologies can be up to fifteen times higher than if it were running on the course of the work. This study presents a multiple cases studies of waterproofing pathologies, with suggestions of corrections and indications on how to prevent such pathologies. To better illustrate the subject, it was accomplished an inspection of the main types of materials used in the waterproofing process, as well as the applied techniques, main cares that should be considered in the execution and indispensable constructive details in the process.
A impermeabilização é uma etapa muito importante na construção civil, mas vem sendo relegada, na maioria das vezes por contenção de custos e desinformação, resultando no aparecimento de patologias de impermeabilização. Os custos do reparo dessas patologias podem ser até quinze vezes maiores do que se fosse executado no andamento da obra. Esse estudo apresenta uma análise de múltiplos casos de patologias de impermeabilização, com sugestões de correções e indicações de como prevenir tais patologias. De forma a elucidar melhor sobre o assunto, primeiro foi realizado um levantamento dos principais tipos de materiais usados no processo de impermeabilização, assim como técnicas de uso, principais cuidados que se deve ter na execução e detalhes construtivos indispensáveis no processo.

4

Hailesilassie, Biruk Wobeshet. "Mechanisms of Blister Formation on Concrete Bridge Decks with Waterprooving Asphalt Pavement Systems." Licentiate thesis, KTH, Väg- och banteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-124078.

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Bridge decks are commonly subjected to harsh environmental conditions that often lead to serious corrosion problems triggered by blisters under the hot mix asphalt bridge deck surfacing and secretly evolving during weather exposure until damage is often detected too late. Blisters may form under both the waterproofing dense mastic asphalt layer or under the waterproofing membrane which is often applied as additional water protection under the mastic asphalt (MA). One of the main technical issues is the formation of blisters under the membrane and asphalt-covered concrete structures caused by a complex mechanism governed by bottom-up pressure and loss of adhesion. A linear viscoelastic finite-element model was developed to simulate time-dependent blister growth in a dense mastic asphalt layer under uniformly applied pressure with and without temperature and pressure fluctuation. A finite element model was developed using ABAQUS with linear viscoelastic properties and validated with a closed form solution from first-order shear-deformation theory for thick plates. In addition, the blister test was conducted on different samples of MA in the laboratory and digital image correlation measurement technique was used to capture the three-dimensional vertical deflection of the MA over time. It was found that the blister may grow continuously under repeated loading conditions over subsequent days. With respect to blistering under waterproofing membranes, mechanical elastic modeling and experimental investigations were performed for three different types of membranes under in-plane stress state. The orthotropic mechanical behavior of a polymer modified bitumen membrane (PBM) was determined from biaxial test data. Finally, blister tests by applying controlled pressure between orthotropic PBMs and concrete plates were performed for studying the elliptical adhesive blister propagation using digital 3D image correlation. The energy calculated from elliptical blister propagation was found comparable to the adhesive fracture energy from standard peeling tests for similar types of PBMs. This indicates that the peeling test assists to evaluate and rank the adhesive properties of different types of membranes with respect to blister formation at room temperature without conducting time consuming and complicated pressurized blister propagation tests using digital 3D image correlation.

QC 20130625

5

Čanigová, Veronika. "Ověření těsnících vlastností membránových hmot z hlediska šíření vlhkosti v podzemním stavitelství." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392359.

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This diploma thesis is aimed at verifying the properties of joints of waterproofing membranes generaly used in underground constructions and also deals with the possible addition of a swelling profile as a barrier to permeating water through the defect in the waterproofing system. The most commonly used materials for waterproofing membranes are polymers. The work is focused on verifying the properties of automatic and manual welding joints of polyvinylchloride membrane. In actual practice, there is a pressure test being used for automatic weldings, and for manual weldings there are tests with a tear-off needle and a vacuum bell. In the laboratory, it is also possible to verify the joints using a peeling test and determining the shear strength of the joint using a testing device. In case of damaged waterproofing system and soaking of pressurized water, it is possible to use a swellable strip as a barrier for the water leaking from one injection compartment to another. At the end of the thesis there is a comparison of the waterproofing system without the swelling profile and the system including its application. The swelling profile has shown very good properties with regard to the infiltration of the flowing water into its structure, and so the amount of water that could be applied to the sample with the swelling profile was much higher than in the case of the generaly used waterproofing system.

6

Eliassi, Sherko, and Ismail Shamma. "Fuktskydd av grundkonstruktioner : En utvärdering av olika system och problem." Thesis, KTH, Byggnadsteknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-187877.

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Byggnader med grundkonstruktioner under mark blir allt vanligare. Att bygga långt ner i marken innebär ofta att man måste handskas med det fluktuerande grundvattnet. Konstruktioners beständighet och livslängd beror många gånger på vattenbeständigheten. Det byggs en mängd olika betongkonstruktioner som är utsatta för ensidigt vattentryck. Kravet på vattentätheten varierar beroende på syfte och användning av byggnaden. Det kan för ett parkeringsdäck vara acceptabelt med vattenläckage medan det i kommersiella byggnader inte tillåts vatteninträngning överhuvudtaget. Denna uppsats utreder hur man fuktsäkrar husgrunder under grundvattenytan. Vattentätheten i grundkonstruktioner beror framförallt på tre faktorer. Det får inte existera breda genomgående sprickor i betongen. Gjutfogar och rörelsefogar bildar diskontinuiteter i grundkonstruktioner som måste tätas. Vidare måste anslutande element såsom fundament och pålar tätas. Hänsyn bör tas till faktorerna för att slippa läckage och att behöva efterbehandla grundkonstruktioner som innebär stora kostnader i förhållande till en tät byggnad från första början. Syftet med examensarbetet var att för svenska konstruktörer presentera hur man projekterar en fuktsäker grundkonstruktion under grundvattenytan. På uppdrag av Sweco har rapporten utrett de tekniker som finns, vad dessa har för egenskaper och begränsningar samt när dessa är lämpliga. Utredningen baseras på en omfattande litteraturstudie och en intervjustudie med involverade parter vid nybyggnation. Målet med rapporten var att presentera hur man framgångsrikt projekterar och bygger vattentäta betongkonstruktioner under grundvattenytan. Rapporten ska ge en överskådlig introduktion samt underlätta för de som eftersträvar ingående förståelse inom ämnet. Den riktar sig framförallt till projektörer men även övriga parter med en betydande roll skall kunna följa rapporten för en bättre förståelse och kännedom. Befintliga lösningar utvärderas genom en omfattande litteraturstudie och en kvalitativ intervjustudie med konstruktörer, entreprenörer och leverantörer av tätningstekniker. Samtliga aktörers kompetens och erfarenhet sammanfördes för att identifiera förbättringspotentialen i projektering- och produktionsfasen av vattentäta grundkonstruktioner. Kompetensen finns i branschen men återkopplingen och feedbacken är synnerligen begränsad. Åsikter och kunnigheter är utspridda mellan många källor vilket gör att en enhetlig bild saknas. Sammanfattningsvis visar studien dels att man som konsult tillsammans med entreprenör bör göra en ny risk- och konsekvensanalys inför varje projekt. Olika tätningsalternativ bör övervägas för att medvetandegöra varje parts del av riskhanteringen. Vidare bör man som konstruktör leverera isometriska perspektiv alternativt digitala 3D ritningar för att tydliggöra komplicerade och kvalitetskritiska detaljer. Slutligen bör hantverkare på byggarbetsplatsen vara utbildade och se mervärdet av en sprickminimerad betong och väl utförd tätning av fogar och anslutande element. Konsulter och entreprenörer bör tillsammans efter varje projekt utvärdera valda tätningstekniker för att tillsammans driva de framåt i utvecklingen.
Buildings with foundations below ground is becoming increasingly common. Building far below the ground level means that you have to deal with the fluctuating groundwater. A variety of concrete structures are subjected to one-sided water pressure. Structures' durability and longevity many times depends on the water resistance. The requirement considering waterproofing varies depending on the purpose and use of the building. It can for example be acceptable with some water leakage in a parking deck, while it can be unacceptable for commercial buildings. This paper investigates how to waterproof building foundations below the groundwater level. The water tightness of foundations is mainly depending on three factors. Wide thoroughgoing cracks cannot exist in the concrete. Construction joints and expansion joints forming discontinuities in the foundation must be sealed. Furthermore, connecting elements such as mat-slabs and pile heads must be sealed. These three factors should all be considered to avoid leaks and to avoid the need of after-treatment which means high costs in relation to a waterproof foundation in the first place. The aim of the thesis was to present for Swedish designers how you waterproof foundations below the groundwater level. On behalf of Sweco the report investigated the existing techniques, which properties and limitations they have and when they are suitable. The study is based on an extensive literature review and interviews with involved parties during construction. The goal of the report was to present how to successfully project and build water-proof concrete structures below the groundwater level. The report should give a clear introduction to the subject and facilitate for those who aspire a thorough understanding of the subject. It is primarily aimed to designers, other parties with a significant role can also follow the report for a better understanding and awareness. Existing solutions are evaluated through an extensive literature review and qualitative interviews with designers, contractors and suppliers of sealing techniques. All participant’s skills and experiences were brought together to identify potential for improvement in project planning and production phase of waterproof foundations. The expertise is available in the industry, but the feedback is exceedingly limited. The opinions and skills are sprawled among many sources, which means that a uniform image is missing. In summary, the study shows that consultants and contractors together should make a new risk and impact assessment ahead of each project. Various waterproofing options should be considered, to raise the awareness of each parts share of the risk management. Furthermore the designer should deliver isometric perspectives or digital 3D drawings to clarify complex and quality-critical parts. Finally, craftsman on the construction should be educated and aware of the additional value of a crack minimized concrete and well executed sealing of joints and connecting elements. Consultants and contractors should evaluate the waterproofing techniques after each project to jointly push the technologies forward.

7

Petříček, Tomáš. "Adheze spojů asfaltových pásů mechanicky kotvených." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-233827.

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One-layer mechanical fastening waterproofing systems are often used within the compositions of flat roofs. Although in case of plastic based systems it is a common solution, for asphalt felts it handles about a relatively new approach, since the application of asphalt has a long history in the building industry. There are some key factors which all of the one-layer mechanically fastening systems should meet, especially water-resistance and resistance against the suction of wind. The application of dynamic loads on the joints may damage the bonds, which may lead to leakage of water. In particular the most delicate locations are the anchoring points at places where the waterproofing sheets are not connected mutually and the wind is captured. The characteristics of mechanically fastening waterproofing membranes may be verified by a specific test which is able to simulate the winds suction force, nonetheless it is quite expensive. Throughout the solution of the presented work an equipment was designed to observe the behaviour of roof compositions on smaller segments while taking into account the fastening elements, thus bringing the results closer to reality. In the first phase the presented dissertation aims to look at the possibilities of comparison of mechanically fastening bitumen reinforced sheets in a way, that they would show the extent to which the joints depend on the parameters of bitumen sheet - like the quality of the bitumen mass, the type bearing linen, the thickness of the layer or just the width of strip overlap. In the next phase the research was focused on the extent at which the strength of the resulting mechanically fastened joints is affected by the placement of fastenings elements within the strip overlap, including the possibilities when the distances from the edges of the bitumen strip cannot be maintained or because of improper geometry of fastening elements. The measurements were performed on both variants of flat roofs, thermally insulated

8

Kovář, Lukáš. "Polyfunkční objekt Litomyšl." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240243.

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Diploma thesis deals with the design of the multifunctional building located between Havlickova and F. Vogner streets in relation to the existing building in Litomyšl. Building plot is slightly sloping, at the rear goes into greater inclination. The building has four aboveground floors and one underground floor. The building includes services, located in ground floor, administrative premises decomposing in the second and third floor and apartments on the top floor. In the basement are located parking spaces. Supporting skeleton of the building is a cast-in-place concrete frame. Roofs are designed as a flat single shell. In part of roof over third floor is a green roof. The building is founded on piles. Due to the occurrence of water pressure is building an extra solved waterproofing system with checks and activation. The work includes text messages, drawings for building construction, fire safety design, construction and physical assessment of building structures and specialization from concrete structures.

9

Bobek, Michal. "Multifunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371862.

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The master’s thesis solves the design and creation of project documentation for the construction of new multifunctional building on parcel 399/30 in the cadastral area Uherské Hradiště - Mařatice. This building plot is intended for construction and is owned by the town of Uherské Hradiště. The location is located in close proximity to the block of flats Pod Svahy. The enclosed building documentation is made in accordance with applicable laws, decrees and standards. Designed multifunctional house is a multipurpose building with one underground and five above ground floors. Basement areas serve as collective garages and backroom areas for residential units. The first floor has a commercial use with cafes, design offices, copy center and a hairdresser. Other above ground floors serve as permanent accommodation in the form of thirteen residential units. A reinforced concrete monolithic skeleton is designed as a support system. The roof is made in the form of a flat roof. The object is based on a base plate.

10

Růžička, Jiří. "Polyfunkční koncový dům v Karlových Varech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265694.

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The project solves a multifunctional Duma building in a vacant lot, contemplated the construction site is located in Carlsbad, in the street Vyhlíce. This is a protected site spa. Part of the project's layout and structural design of the house. It is a six-storey house with an attic and a basement floor. It is designed as a free-standing in the gap as the final house. The layout is divided into two complete units with their own input. There are spaces for business and residential units for permanent housing. Part of the living area are also room house equipment. Inputs to both parts are wheelchair accessible. The house is not wheelchair The house is designed as a brick building of brick masonry Porotherm the module dimensions of 250 (125) mm with reinforced concrete ceilings. Roofed by a hipped roof. The house is located on a private plot of 519 m2 built-up area of 221 m2. The land is gently sloping. The main orientation of the building to the cardinal's east and west. The south wall is adjacent to the neighboring house.

Книги з теми "Systems of waterproofing":

1

Henshell, Justin. Manual of below-grade waterproofing systems. New York: John Wiley & Sons, 2000.

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2

Price, A. R. Laboratory tests on waterproofing systems for concrete bridge decks. Crowthorne: Bridges Division, StructuresGroup, Transport and Road Research Laboratory, 1990.

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3

Price, A. R. A field trial of waterproofing systems for concrete bridge decks. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.

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4

Kaskel, Bruce S., and Robert J. Kudder. Condensation in exterior building wall systems. West Conshohocken, PA: ASTM International, 2011.

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5

Carll, Charles. Up against the wall: An examination of building envelope interface techniques and systems. West Conshohocken, PA: ASTM International, 2010.

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6

Carll, Charles. Up against the wall: An examination of building envelope interface techniques and systems. West Conshohocken, PA: ASTM International, 2010.

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7

Henshell, Justin. The Manual of Below-Grade Waterproofing Systems. Wiley, 1999.

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8

Astm Standards Related to Materials, Systems, and Testing for Roofing and Waterproofing. Astm Intl, 1999.

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9

SERRANO-ARELLANO, Juan, Juan Carlos RODRÍGUEZ-URIBE, Zaira Betzabeth TREJO-TORRES, Karla María VELÁZQUEZ-LUCHO, Jaqueline MARMOLEJO-QUINTANAR, and Daniel Alejandro PINEDA-PRADO. Arquitectura y Sustentabilidad Handbook T-I. ECORFAN-Mexico, S.C., 2021. http://dx.doi.org/10.35429/h.2021.14.1.1.82.

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This work describes a methodology to evaluate the lighting conditions present in a building (that is, from a theoretical and experimental perspective), as well as proposals for materials used in construction from a sustainable vision with the incorporation of screw caps and Styrofoam. On the other hand, a prototype proposal for a sewage sanitation module is presented as well as a waterproofing based on cactus mucilage is established from a vernacular perspective with the aim of protecting the roofs of houses. This seeks to achieve an improvement from a sustainable perspective in terms of lighting, the use of sustainable materials focused on construction and the reuse of sewage in architectural projects based on a treatment system proposal.

Частини книг з теми "Systems of waterproofing":

1

Brown, Gary W. "Waterproofing Design of Curtain Walls." In Curtain Wall Systems, 73–86. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412701.ch06.

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2

Moser, Philip S., Gregory R. Doelp, and Joseph Haydu. "Shear Resistance of Paving and Waterproofing Systems." In Roofing Research and Standards Development: 8th Volume, 103–22. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2015. http://dx.doi.org/10.1520/stp159020150027.

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3

Flüeler, P. H., M. Farshad, Ch Löwe, H. Kramer, H. Böhni, and P. Zwicky. "New evaluation procedure of the waterproofing systems for the Swiss Alpine base tunnels." In (Re)Claiming the Underground Space, 441–47. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203741184-80.

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4

Shi, Xiaoqing, and Gangyu Gu. "Using Computer Information High Technology to Improve Waterproofing and Drainage of Panel Bulk Dam." In Data Processing Techniques and Applications for Cyber-Physical Systems (DPTA 2019), 985–91. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1468-5_114.

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5

Pouteau, Bertrand, and Kamal Berrada. "Study of Delamination and Cracking of Multilayered Systems Used as Waterproofing and Wearing Course Solutions for Orthotropic Steel Bridge Decks: 10 Years Feedback." In RILEM Bookseries, 635–40. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_89.

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6

Bui, Quoc-Bao, Thanh-Tich Do, Nguyen-Trinh Dang, and Souliya Inthavongsone. "Waterproofing for Underground Structures Without Basement Drainage System: Assessing the Robustness of a Negative-Side Waterproofing Solution." In Lecture Notes in Civil Engineering, 1291–99. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-7160-9_131.

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7

Miyauchi, Hiroyuiki, Bartko Michal, Nobuo Katou, and Kyoji Tanaka. "Wind Resistance Evaluation to Dynamic Response of Mechanically Anchored Waterproofing Membrane System." In Hygrothermal Behavior, Building Pathology and Durability, 211–32. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31158-1_10.

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8

RODRÍGUEZ-URIBE, Juan Carlos, Juan SERRANO-ARELLANO, and Zaira Betzabeth TREJO-TORRES. "Sistema de impermeabilizante con base a mortero y mucilago de nopal (Opuntia ficus-indica)." In Arquitectura y Sustentabilidad Handbook T-I, 69–82. ECORFAN-Mexico, S.C., 2021. http://dx.doi.org/10.35429/h.2021.14.1.69.82.

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Based on the impact of climate changes, our concern about this scenario arises since the entire building is exposed to different climatic agents such as the rain itself, which can negatively impact the integral performance of the construction and of course trigger an impact economic, health and functionality for the user. Waterproofing is a substantial requirement for all types of buildings and sea for residential, commercial and industrial use. Aspects such as geometry and materials with which the structural roof systems (slabs) were obtained play a fundamental role when choosing the most effective waterproofing system to incorporate into the building. Therefore, our main approach is to enlist the waterproofing system based on mortar and nopal mucilage to protect the roofs of houses in order to achieve good performance and conservation of the building.

9

"Coatings (barrier Systems) For Reinforced Concrete." In Repair, Protection and Waterproofing of Concrete Structures. Spon Press, 1997. http://dx.doi.org/10.4324/9780203475720.ch7.

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10

Dunaway, James. "Urethane Waterproofing Membrane Systems for Sealing Concrete Structures." In Handbook of Sealant Technology. CRC Press, 2009. http://dx.doi.org/10.1201/9781420008630-c11.

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Тези доповідей конференцій з теми "Systems of waterproofing":

1

Stoll, Philippe. "Bridge Deck Waterproofing on Concrete." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0717.

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<p>Bridges are critical elements for infrastructure projects. Bitumen based state of the art systems cannot fulfil the increasing requirements for modern bridges when it comes to minimum service life and resistance to severe stresses, so developing new resin based systems which can provide a longer service life, shorter down times in case of maintenance works and reduced repair costs are the main target for system manufacturers.</p><p>New spray-applied solutions offer rapid application and curing, and form a tough, elastic and seamless waterproofing layer. The key element is the increased tensile bond (> 0.4 N/mm2) and shear strength to the asphalt overlay, which is substantially higher compared with traditional bitumen tack coats.</p><p>The worldwide recognised standards for liquid applied waterproofing systems on concrete bridge decks are BBA/HAPAS and ETAG 033.</p>

2

Braun, J., F. Maranhão, and R. Monte. "Behavior of Waterproofing Systems Exposed to Environmental Agents." In XV International Conference on Durability of Building Materials and Components. CIMNE, 2020. http://dx.doi.org/10.23967/dbmc.2020.015.

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3

Stimolo, Marcello. "Practical utilization of thermography in road construction and in waterproofing systems." In AeroSense 2002, edited by Xavier P. Maldague and Andres E. Rozlosnik. SPIE, 2002. http://dx.doi.org/10.1117/12.459578.

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4

Liu, Shun Yee, Weng Hong Chung, Chung Ming Yip, and Hwa Yaw Tam. "Monitoring of Waterproofing Systems on Concrete Bridge Deck Using Fibre Bragg Gratings." In Optical Fiber Sensors. Washington, D.C.: OSA, 2006. http://dx.doi.org/10.1364/ofs.2006.the6.

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5

Turner, Marisa L., and Rose F. McClure. "Below-Grade Expansion Joints: Challenges and Best Practices." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2610.

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<p>Many of our cities are running out of usable construction space for large buildings. New buildings are reaching new heights and new depths, often extending several stories below-grade. This presents challenges for waterproofing, particularly when building foundations extend below the groundwater table. With climate change and sea-level rise, many geographic areas will increasingly need to consider groundwater.</p><p>Building code requirements, especially in seismic regions, often require engineers to design movement joints or separation joints in below-grade structures. But foundation waterproofing materials are designed to seal around a building, not a void or an excavation. Structural joints are more susceptible to leakage, and higher volumes of leakage, than areas with solid backup.</p><p>We review design considerations for movement joints and present two case studies: a parking structure with structural separation joints between exterior shotcrete shear walls; and a hospital campus relying on below- grade expansion joints between buildings with differing foundation systems. In both, the presence of below- grade joints necessitates more complicated detailing and installation.</p><p>Experience shows us the best practice is to waterproof the building, not the void. Performance is best when the below-grade structural walls provide a solid, continuous substrate. Where movement joints cannot be avoided, we recommend designing structural elements to also meet the needs of the waterproofing system.</p>

6

Crowther, J., D. A. Mawson, and A. Cataldo. "Smart membranes and pipe monitoring networks; waterproofing and real-time leak detection systems." In 20th Biennial Conference of the British Dam Society. ICE Publishing, 2018. http://dx.doi.org/10.1680/sdar.64119.503.

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7

Mpalaskas, Anastasios C., Dimitrios G. Aggelis, and Theodore E. Matikas. "AE monitoring of the fracture behavior of mortar specimens modified with waterproofing adhesives." In Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems, edited by Daniele Zonta, Haiying Huang, and Zhongqing Su. SPIE, 2021. http://dx.doi.org/10.1117/12.2584602.

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8

Shan, Xin, and Onur Bilgen. "Optimization of a Bioinspired Piezocomposite Pump Based on an Electromechanical Model." In ASME 2020 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/smasis2020-2207.

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Abstract This paper presents the mechanical design and modeling of an active segment of a bioinspired piezocomposite aquatic pump. The design and analysis is based on an electromechanical Euler-Bernoulli beam model. The self-contained propulsion/pumping system is composed of a series of piezo-active soft cymbal-like segments that are connected by passive soft films. By applying coordinated excitations for expansion and contraction to different active segments, the design creates a traveling wave along the pump axis, which in return propels the fluid to generate a unidirectional thrust force. In the model, the insulation and mechanical properties of the waterproofing sealant layer are considered. Using the proposed electromechanical model, a parametric analysis is conducted to understand the effectiveness of the cymbal-like piezocomposite active segment. Two performance metrics are considered, including the area change of the enclosed by the cymbal-like segment, and the work done by the actuators. The optimal structural parameters of the piezocomposite pump are decided by these performance metrics.

9

Grassi, Alessandro, Vincenzo Costantino, and Luca Petrucci. "Remediation of the Waterproofing System of a Tunnel." In Proceedings of the Fourth International Conference on Grouting and Deep Mixing. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412350.0071.

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10

Melendez, Frank. "Computation and Clay: Evolving Fabrication and Performance Strategies for Ceramics in Architecture." In AIA/ACSA Intersections Conference. ACSA Press, 2015. http://dx.doi.org/10.35483/acsa.aia.inter.15.15.

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Throughout civilization, fired clay has taken on various roles, ranging from utilitarian objects to decorative art. In architecture, fired clay, as a building material, demonstrates a wide range of uses. Typically used as a tiling system, ceramics have provided a means of waterproofing buildings, protecting structures from fires, and as an aesthetic device for decorating surfaces.