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Reconstruction of the Bridge Over the Paklešnica River Mionica Municipality Санација Моста Преко Реке П

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Reconstruction of the Bridge Over the Paklešnica River Mionica Municipality Санација Моста Преко Реке П RECONSTRUCTION OF THE BRIDGE OVER THE PAKLEŠNICA RIVER MIONICA MUNICIPALITY САНАЦИЈА МОСТА ПРЕКО РЕКЕ ПАКЛЕШНИЦЕ ОПШТИНА МИОНИЦА Miroslav Bešević1 UDK 624.21.014.2(497.11) Darko Gajić 2 DOI: 10.14415/zbornikGFS37.02 Nemanja Bralović3 CC-BY-SA 4.0 license Summary: This paper presents the Резиме: У овом раду приказан је project of rehabilitation of the bridge проjeкaт санације моста преко реке over the river Paklešnica in the Паклешнице у општини Мионица. У municipality of Mionica. As part of the склопу израде пројекта извршено је project, structural elements of the снимање конструктивних елемената bridge have been examined, based on на основу чега је утврђена постојећа which the existing amount of количина арматуре и ниво оштећења reinforcement and the level of damage моста. Предвиђена је санација и to the bridge have been determined. реконструкција моста чија укупна We are planning rehabilitation and дужина износи 11,96m, са два reconstruction of the bridge that has a отвора. Стaтички систем АБ total length of 11.96 m, with two коловозне плоче чине две просте openings. The static system of the AB греде распона l=5,98m. Ширина road plate consists of two simple санираног коловоза моста износи beams with a span of l = 5.98 m. The 5,50m са пешачким стазама 2x0,84m. width of the repaired road of the bridge Санација постојеће коловозне is 5.50 m, with pedestrian paths 2x0.84 конструкције извешће се додавањем m. Rehabilitation of the existing road карбонских трака према structure will be performed by adding димензионисању карбонских трака carbon strips according to the произвођача Sika, програмом Sika dimension instructions of the CarboDuo, док се пешачке стазе manufacturer Sika, by Sika CarboDuo ослањају на нове АБ гредне носаче Г program, while pedestrian paths will попречног пресека које се ослањају lean on the new AB support beams of Г на вертикалне ивичне стубове, а који cross-section that are leaning on the су ослоњени на нове подбетониране vertical edge pillars, which in turn are темеље. leaning on the new subconcreted foundations. Keywords: Rehabilitation, AB bridge, Кључне речи: Санација, АБ мост, V600 vehicle, Carbon strips возило V600, Карбонске траке 1 Prof. dr Miroslav T. Bešević, dipl. inž. građ., University of Novi Sad, Faculty of Civil Engineering Subotica, Kozaračka 2a, Subotica, Serbia, tel: +381 24 554 300, e – mail: [email protected] 2 Darko Gajić, PhD student, University of Novi Sad, Faculty of Civil Engineering Subotica, Kozaračka 2a, Subotica, Serbia, tel: +381 24 554 300, e – mail: [email protected] 3 Nemanja Bralović, PhD student, Assistant, University of Novi Sad, Faculty of Civil Engineering Subotica, Kozaračka 2a, Subotica, Serbia, tel: +381 24 554 300, e – mail: [email protected] | ЗБОРНИК РАДОВА ГРАЂЕВИНСКОГ ФАКУЛТЕТА 37 (2020) | 21 1. INTRODUCTION 1. УВОД The existing bridge is constructed as an Постојећи мост је изведен као АБ AB slanted bridge in relation to the коси мост у односу на водену water obstacle, with two openings with препреку, са два отвора са supporting sloping walls. The static ослоначким косим зидовима, system of the AB road plate consists of Статички систем коловозне АБ плоче two simple beams-plates with a span of чине две просте греде-плоче распона 2x5.98 m, supported by supporting 2x5,98m, ослоњене на опорачке walls and the middle wall, without зидове и средњи зид, без посебно specially constructed transverse изведених попречних ослоначких supporting beams. The road греда. Коловозна конструкција је construction is a full AB plate with a пуна АБ плоча дебљине d=40cm, thickness of d = 40 cm, made on the изведена на лицу места. Планирана spot. The planned width of the repaired ширина санираног коловоза на мосту road on the bridge is 5.50 m with износи 5,50m са пешачким стазама pedestrian paths 2x0.84 m. Pedestrians 2x0,84m. Пешаци су на мосту on the bridge are protected by curbs 20 заштићени ивичњацима висине 20cm cm high and pedestrian fences 1.00 m и пешачким оградама висине 1.00m. high. The road on the bridge is made of Коловоз на мосту је предвиђен од asphalt-concrete 7 cm thick, with асфалт-бетона дебљине 7cm, са waterproofing. хидроизолацијом. Rehabilitation of the bridge is Санација моста се предвиђа тако да envisaged so that the pedestrian paths се пешачке стазе ослањају на нове lean on new reinforced-concrete армирано бетонске гредне-носаче Г support beams of Г cross-section попречног пресека ( дилатиране од (dilated from the existing structure постојеће конструкције дуж распона along its span except on the part of the осим на делу ослонаца ), који се supports), which lean on vertical edge ослањају на вертикалне ивичне pillars, which are in turn supported by стубове, који су ослоњени на нове the new subconcreted foundations. Due подбетониране темеље. Због to the non-existence of project-technical непостојања пројектно-техничке documentation of the bridge, in order to документације моста, ради израде prepare the rehabilitation project, the пројекта санације предвиђено је following is planned: detailed recording следеће: детаљно снимање of the geometry of the bridge, геометрије моста, утврђивање determination of installed materials and уграђених материјала и статички static calculation of the repaired bridge. прорачун санираног моста. 2. CONSTRUCTION CONDITION 2. СТАЊЕ КОНСТРУКЦИЈЕ OBSERVED BY TESTING AND ДОБИЈЕНО ИСПИТИВАЊЕМ И LOAD ANALYSIS АНАЛИЗА ОПТЕРЕЋЕЊА Based on the tests of the installed На основу извршених испитивања concrete of the existing bridge, the уграђеног бетона постојећег моста following parameters were determined Склерометром утврђени су следећи with a sclerometer: age of concrete - параметри: старост бетона– presumably about 20 years, protective претпоставља се око 20 година, layer of concrete up to reinforcement заштитни слој бетона до арматуре 15-20 mm, compressive strength of 15-20 mm, чврстоћа бетона при concrete for the lower zone σ = 40.00 притиску испитивањем за доњу зону 22 | JOURNAL OF FACULTY OF CIVIL ENGINEERING 37 (2020) | MPa, compressive strength of concrete σ=40,00 Mpa, чврстоћа бетона при for the retaining wall σ = 36.00 MPa. In притиску испитивањем за опорачки addition to the data on the quality of the зид σ=36,00 Mpa. Поред података о installed concrete, the following was квалитету уграђеног бетона утврђена determined: the main reinforcement in је: главна арматура у опорачком зиду the retaining wall 18/15 and the 18/15 и подеона 8/20, главна division 8/20, the main reinforcement арматура у коловозној плочи 18/15 in the road plate 18/15 and the и подеона 10/20. Конструкција division 10/20. The construction of the моста је моделирана као просторни bridge is modeled as a spatial прорачунски модел у програмском calculation model in the TOWER пакету TOWER, са стварном software package, with the actual load расподелом оптерећења. За distribution. For the calculation and прорачун и димензиoнисање моста dimensioning of the bridge, all relevant анализирана су сва меродавна loads were analyzed to determine the оптерећења за одређивање maximum impact on the structure, as максималних утицаја у конструкцији и follows: Constant load (own weight of то: стално оптерећење (сопствена the structure - automatically taken in тежина конструкције – аутоматски the software package TOWER), traffic узета у програмском пакету TOWER), load from vehicle V600, concrete саобраћајно оптерећење од возила collection and flow, load on the bridge V600, скупљање и течење бетона, fence, influence of temperature, оптерећење на ограду моста, утицај stopping and starting of vehicles, snow температуре, заустављање и load S=2,0 kN/m2, seismic load and soil покретање возила, oптерећење pressure. снегом S=2,0 kN/m2, сеизмичко оптерећење и притисак тла. Figure 1 – Appearance of the bridge before rehabilitation Слика 1 – Изглед моста пре санације | ЗБОРНИК РАДОВА ГРАЂЕВИНСКОГ ФАКУЛТЕТА 37 (2020) | 23 3. STATIC CALCULATIONS IN 3. СТАТИЧКИ ПРОРАЧУН У THE “TOWER” SOFTWARE ПРОГРАМСКОМ ПАКЕТУ PACKAGE “TOWER” Figure 2 – 3D model of the newly designed bridge Слика 2 – 3Д модел новопројектованог моста Izometrija Figure 3 – Cross section of the newly designed bridge Слика 3 – Попречни пресек новопројектованог моста 24 | JOURNAL OF FACULTY OF CIVIL ENGINEERING 37 (2020) | Values of applied load and their Вредности нанетог оптерећења и position њихов положај Opt. 1: Stalno (g) p=2.50 p=2.50 p=2.50 p=2.50 m=0.86 m=0.86 m=0.86 m=0.86 Ram: H_1 Figure 4 – Constant load Слика 4 – Стално оптерећење | ЗБОРНИК РАДОВА ГРАЂЕВИНСКОГ ФАКУЛТЕТА 37 (2020) | 25 Opt. 2: Saobracajno opterecenje V600 p=4.52 p=4.52 p=4.52 p=4.52 m=3.01 m=3.01 m=3.01 m=3.01 Ram: H_1 Figure 5 – Load from vehicle V600 Слика 5 – Оптерећење од возила V600 Based on the conducted static На основу спроведеног статичког calculation, applicable combination of прорачуна меродавна је комбинација loads includes: constant load, V600 оптерећења у коју улазе: стално vehicle, even temperature change, оптерећење, возило V600, равно- stopping and starting the vehicle. The мерна промена температуре, зауста- required area of reinforcement for the вљање и покретање возила. AB road plate of the newly designed Потребна површина арматуре за АБ bridge, in the lower zone, obtained by коловозну плочу новопројектованог 2 1 calculation is Аа1=29,07 cm /m , which моста, у доњој зони, добијена 2 1 is significantly more than the existing прорачуном износи Аа1=29,07 cm /m reinforcement in the plate (16,93 што је значајно више од постојеће 26 | JOURNAL OF FACULTY OF CIVIL ENGINEERING 37 (2020) | cm2/m1). Therefore, on the basis of that, арматуре у плочи (16,93 cm2/m1). Па an appropriate measure of repairing the се на основу тога мора предвидети AB road plate must be foreseen. одговарајућа мера санације АБ коловозне плоче. Figure 6 – Required reinforcement area for road plate lower zone Слика 6 – Потребна површина арматуре за коловозну плочу доња зона 4. REHABILITATION MEASURES 4. МЕРЕ САНАЦИЈЕ The rehabilitation project envisages the Пројектом санације предвиђено је да rehabilitation of the underside of the AB се санира доња страна АБ коловозне road plate by adding carbon strips плоче додавањем карбонских трака manufactured by Sika.
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