mussini modular park

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входни решения

СГЛОБЯЕМ ПАРКИНГ MUSSINI PARIDE

решението за повече паркоместа

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СГЛОБЯЕМИТЕ МНОГОЕТАЖНИ ПАРКИНГИ: ПО-ВИСОК СТАНДАРТ ЗА ВАШИЯ ГРАД!

• Лесно сглобяем паркинг за увеличаване броя на парко местата във вече съществуващ паркинг или другаде. Системата е съставена от поцинковани или боядисани стоманени елементи, които могат да бъдат сглобени в различни комбинации и по този начин да се съставят различни структури с разнообразни форми и размери, така че да се постигне оптимален резултат.

• Инсталирането и разглобяването на модулите е лесно и това прави системата подходяща и за временно ползване.

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Описание на системата • Системата се състои от готови

елементи, които се монтира директно върху съществуващия паркинг, с цел увеличаване на парко местата.

• Надеждни и безопасни паркинг системи, идеални за бързо инсталиране, без да е нужно да вземате решения за крупни вложения.

• Възможност за доставка и монтаж на допълнителна система за плащане с бариери, видеонаблюдение и др.

• Системата е патентована. • Възможност за монтиране върху

съществуващ паркинг или свободна площ.

• Ниски цени за поддръжка и управление.

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Използване на покривното пространство

тенис кортове футболно игрище

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Площадка за хеликоптер Специфични статико-динамични натоварвания

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ИЗПЪЛНЕНИ ОБЕКТИ

Източник: www.mussiniparide.com

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LICATA, ИТАЛИЯ Паркинг за 240 автомобила, 2010 г.

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LUCCA, ИТАЛИЯ Паркинг за 40 автомобила, 2010 г.

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LUCCA, ИТАЛИЯ Паркинг за 140 автомобила, 2006 г.

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MORCIANO DI ROMAGNA, ИТАЛИЯ

Паркинг за 120 автомобила, 2006 г.

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НОВИ САД, СЪРБИЯ Паркинг за 90 автомобила, 2004 г.

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PESARO, ИТАЛИЯ Паркинг за 70 автомобила, 2007 г.

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СКОПИЕ, МАКЕДОНИЯ Паркинг за 360 автомобила, 2011 г.

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ПРОЕКТИ 3D изображения

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РИМ Проект на паркинг в

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Монтеварчи

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Вареджио

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Верона

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Вариант за Русия

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Бизнес Парк Варна

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РАЗПРЕДЕЛЕНИЯ Бизнес Парк Варна

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БУРГАС Разрез и разпределения

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СОФИЯ Парк Възраждане

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ПАТЕНТ EP 1 736 616 А1

Технически схеми

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Модулни паркинги Mussini Техническа информация

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Ст.б. плоча и рампа (около 3 модула, от 5х5 до 7х7 м)

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Защитен пръстен

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Конструктивна система

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Вписване в средата

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ФОТО-ГАЛЕРИЯ MUSSINI PARIDE

The solution for multiplying car places

MODULAR PARKСГЛОБЯЕМ ПАРКИНГ

Via G. Di Vittorio, 18 • 42100 Reggio Emilia (Italy)Tel. +39 0522 517225 • Fax +39 0522 513075

www.mussiniparide.com • e-mail: [email protected]

СЕА БЪЛГАРИЯОфициален дистрибутор

София, бул. Европа 176тел/факс 02/9252065, 02/9252140

e-mail: [email protected]: www.seabg.com

I NOSTRI PROGETTI PUNTANO IN ALTO

решението за повече парко места

A simple modular systemto multiply the number of car spaces in an existing car park or anywhere else.Can be placed on a level or more levels. The system consists of hot galvanized or painted steelmodules, which can be put together in a variety of combinations, creatingstructures of

different shapes and sizes to make the best use of available.The modules are easy to assemble and dismantle, and are sult-able for temporary solutions.

Лесно сглобяем паркинг за увеличаване броя на парко местата във вече съществуващ паркинг или другаде. Системата е съставена от поцинковани или боядисани

стоманени елементи, които могат да бъдат сглобени в

различни комбинации и по този начин да се съставят различни

структури с разнообразни форми и размери, така че да се постигне

оптимален резултат. Инсталирането и разглобяването на модулите е лесно и това прави

системата подходяща и за временно ползване.

MODULAR PARK: PER MIGLIORARE LA QUALITA’ DELLA VITA NELLA VOSTRA CITTA’СГЛОБЯЕМИТЕ МНОГОЕТАЖНИ ПАРКИНГИ: ПО-ВИСОК СТАНДАРТ ЗА ВАШИЯ ГРАД!

Надеждни и безопасни паркинг системи, идеални за бързо инсталиране, без да е нужно да вземате решения за крупни вложения.• Ideal for installing solid and safe parking systems rapidly, without having to make permanent decisions.

Ниски цени за поддръжка и управление • Low cost for maintenance and management

Системата се състои от готови елементи, които се монтират директно върху съществуващия паркинг, с цел увеличаване на парко местата.• A structure consisting of prefabricated elements installed directly onto existing car parks to multiply the number of car spaces.

Възможност за доставка и монтаж на допълнителна система за плащане с бариери, видеонаблюдение и др.• (Automatic cash, video watch etc.)

Системата е патентована.• Patented system

Възможност за монтиране върху съществуващ паркинг или свободна площ.• Favourable conditions as regards to traditional structures

Конструкцията може да се разглоби и да се инсталира на друго място,

дори и то да има различни характеристики на основата.

• The structure may be dismantled and reassembled in other locations, even with different ground characteristics.

Modular Park is a simple modular system to multiply the number of car

spaces in an existing car park or anywhere else. It can be placed on a level or more. The system consists of hot galvanized or painted steel modules, which can be putted together in a variety of combinations, creating structures of different shapes and sizes to make the best use of available. The modules are easy to assemble and dismantle and are suitable for temporary solutions. It can be made with concrete flooring or can be made with steel grate flooring. In fact in case of grate flooring, for some local norms, can be considered as construction with “restricted cubature”.

In case of concrete flooring, the reinforced concrete is made with cement,

water, top quality aggregates and conforms to the dosage and grade of the Fuller diagrams. In all cases, the reinforced concrete used for structural support has a resistance of at least Rck = 350 Kg/cm2 (kilograms on square centimetre) after 28 days hardening. The reinforcement used in the cement is electrowelded and/or single pieces of wire-netting which, in all cases, have either “improved adherence” and/or bent into a hook. The iron used for the reinforcement has a permitted stress of no less than 1,600 Kg/cm2. If cast in the winter the cement will have antifreeze additives mixed with it and, if needed, other additives to improve quality.

It is designed for outdoors meaning it can withstand weather conditions such as water, ice, wind, etc. For this reason the metal structure is completely hot dip galvanized and the various structural elements are connected together with galvanized bolts.

The hot dip galvanizing process is done according to current European norms so that each single element is coated with 100-120 micron thick protective layer depending on the thickness of the element to be galvanized.

Parking Systems - Modular Park - Steel Constructions – Dumper Containers Carpenterie Mussini srl - Via G. di Vittorio, 18 - 42124 Reggio Emilia– ITALY - P. Iva 02398420352 tel. +39 0522 271088 Fax +39 0522 513075 - e-mail: [email protected] - www.carpenteriemussini.it

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More specifically, hot dip galvanizing is done according to the EN10142,

EN10143 and EN 10147 standards for thin sections and sheet metal and to the UNI EN ISO 1461 standards for thicker sections, like the beams.

The various metal elements consist of material, classified according to the UNI 7070 standards, of the types Fe360, Fe430 and Fe510 depending on the structural/mechanical characteristics the element is subject to.

The system can be erected anywhere and, if needed, can be dismantled completely, transported elsewhere and erected again, also with a different layout as it is made with interchangeable modules connected together.

When erecting or dismantling, each element is easy to handle with the construction site crane. These characteristics guarantee maximum flexibility of the system which adapts to any surface-height situation if used again. Because it is so easy and quick to erect, dismantle and erect again, our modular car park system has obtained a TWO KIND OF EUROPEAN PATENT FOR A DEMOUNTABLE CAR PARK WITH AT LEAST ONE FLOOR BESIDES THE GROUND FLOOR.

Each standard module is square and measures 5x5 metres. We may do, however, other modules in our range as big as 7x7 m for particular situations.

Each module is sustained by 4 square tubular metal posts and by primary and secondary beams to support the upper car park floor. Usually the beams are IPE section or similar of a suitable size and bolted together on the construction site.

The feet standing on the ground consist of a plate that distributes stress to the ground and they also have a particular joint so they can follow the slant of the ground.

Feet are anchored to the ground with bolts.

Each foot is, of course, rigid enough to withstand any bumps and knocks from vehicles moving at walking speed.


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Unlike other manufacturers, our posts have a jointed shockproof protection

that protects three sides of it if it is accidentally bumped into by a vehicle. For additional safety when parking, a tubular ring has been added to the base of the foot which protects tyres in the case of wrong manoeuvres (see enclosed photos).

The upper drive-over floor consists of composite ribbed steel sheet, mod. EGB 1200 (ribbed panels for floors made by the company Brollo Marcegaglia or similar) placed on the underlying IPE or ILS beams that support the reinforced concrete.

The reinforced concrete is divided into several parts so that all floors measure about 5x2.5 metres which means they can be taken down, transported and re-assembled elsewhere. The floor is made in RCK30 S4 concrete or similar, about 15 cm thick and duly reinforced with natural coloured Quartz-cement laid at the rate of 3-4 kg/m2, smoothed mechanically and joints by cutting filled with a PVC sheath.

The surface will be treated with transparent epoxy resin in an aqueous emulsion, with two coats being given to make the surface non-slip and waterproof. With this treatment the floor will be resistant to oils and hydrocarbons.

If requested by customer, the upper car park floor will be surfaced with wear proof asphalt, approximately 3 cm thick.

Besides the vertical and horizontal structures there will also be a sufficient number of slanting and vertical cross bracing elements plus steel rafters wherever necessary. These elements, consisting of metal plates with tie rods, are fundamental for the horizontal stability of the structure.

The upper floor of the car park will slant slightly and channels installed to collect rain water. These channels will convey the water to drainpipes inside the posts.


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The car park area will be fitted with regular perimeter guard rails, conforming to European Norms, proper road signs and stripes delimiting the parking and transit areas.

The delimiting stripes will be of the same colour, width and the same paint used normally on ordinary roads; the horizontal driving signs on the upper floor and on the street level, will be conformed to the new European road code and relevant regulations.

Both safety and fire signs will follow the standards European Norms. The access ramp is made with modules with the same mechanical and

structural properties described above with the only fundamental difference that the transit surface supplied is the “fish-bone” type to increase friction of the car tyres driving over it, with concrete type RCK 25 s3 15 cm thick and 1 cm thick Durocret and shaped surface plus flat channels along the sides so that water can flow along easily.


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DETAIL OF HOW THE WATER FLOWS

As you can see clearly from the detail of the water flow, our system opts for a double drainage channel, called “subchannel” which guarantees, together with the water collection channel, effective waterproofing of the upper floor with the lower one, so absolutely no water can filter from one floor to the other. APPROXIMATE WEIGHTS

You have to consider that post height varies because the car park must have a slanting surface for the rainwater to drain away.

This means that the weight of the feet and tensioning devices vary from module to module.


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Also consider that the cement has to slant towards the water collection

channels and so it will differ in thickness and, hence, weights are only approximate. Approximate weights of the car park’s structural elements: Post 90 Kg/pc. Ground plate 50 kg/pc. Upper plate 45 Kg/pc Main beams 150 kg/each Secondary beams 130 Kg/each Car park surface (corrugated steel + concrete + reinforcement) 180 kg/sq.m. Tensioning devices (Tie plates + bolted tensioning device) 45 Kg/each Water channel (5 metres) 65 Kg/each Drainpipe 5 kg/each Guard-Rail 2n weight conforming to European standards approx. 25-30 Kg/m Various elements for anchoring and supporting the side panels (ornamental panels to give esthetic and architectonic prestige to the car park) 25 Kg/m Staircase for users 1500/1800 kg/each floor So each 5 x 5 metre module has a quantity of 1,550 – 1,600 Kg of metal elements, reaching a total weight, including the cement laid to support the structure, of approximately 6,000-6,100 Kg. The ramp is made up of more or less 3 modules. FITTING IN WITH THE ENVIRONMENT

Our car park system comes with cladding panels to cover the main perimeter beams, guard rails and part of the ramps in order to minimise the global, environmental impact of the metal structure.

These panels – according to our standard – consist of insulated monolithic sandwich panels with a galvanized steel cladding and prevarnished, 30 mm thick and available in different colours, to the customer’s preference (RAL white 9010, RAL grey white 9018, RAL cream 1013, RAL red 3039, RAL dark brown 8019, RAL blue 5012 and other colours on request).


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Also on request, we can supply 40 mm thick cement slabs in numerous colour combinations and chessboard style panels are also a possibility. Flower boxes could be put on top. It is possible also to choose net panels or glass panels.

As confirmed also by all car parks installed in many cities, our modular car park system, subject to an acoustic inspection, showed that cars transiting on the drive-over floor produce absolutely no sound pollution, unlike on ordinary roads. STRUCTURAL SYSTEM The structure has been designed so that if some welding points or bolts on the main elements fail due to a manufacturing or erection defect, the overall static balance of the structure is not effected in any way.


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In actual fact, each primary bearing element is installed on top of the element that has to sustain it; as a consequence, any defects in bolting or welding can in no way be cause of collapse but could, at most, give rise to oscillations or vibrations. STATICALLY SECURE STRUCTURE


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София 1331, бул. Европа 176 тел.: +359 2 824 1 824 факс: +359 2 825 21 40 моб. тел.: +359 893 66 88 74 www.assist.bg [email protected] входни решения


Благой Петков

входни решения | www.assist.bg | [email protected]

София 1331, бул. Европа 176, тел.: +359 2 824 1 824 факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74

Техническа информация стр. 2 от 9


Лесно сглобяем паркинг за увеличаване броя на местата за паркиране във вече съществуващ паркинг или другаде. Системата е съставена от поцинковани или боядисани стоманени елементи, които могат да бъдат сглобени в различни комбинации и по този начин да се съставят различни структури с разнообразни форми и размери, така че да се постигне оптимален резултат. Инсталирането и разглобяването на модулите е лесно и това прави системата подходяща и за временно ползване.

Системата се състои от готови елементи, които се монтират директно върху съществуващия паркинг, с цел увеличаване на местата за паркиране. Надеждни и безопасен паркинг системи, идеални за бързо инсталиране, без да е нужно да вземате решения за крупни вложения.

Възможност за доставка и монтаж на допълнителна система за плащане с бариери, видео наблюдение и др. Системата е патентована.

Конструкцията може да се разглоби и да се инсталира на друго място, дори и то да има различни характеристики на основата. Възможност за монтиране върху съществуващ паркинг или свободна площ. Ниски цени за поддръжка и управление.

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Системите за управление на достъпа предоставят възможност за бърза възвращаемост на вложените средства в изграждане на паркинг, като значително подобряват събираемостта на таксите за паркиране, повишават сигурността и улесняват ползвателите на паркинг системата.

В зависимост от изискванията системата включва различна конфигурация от следните компоненти:

• Входни колони – неограничен брой • Контролери за всеки вход • Централен контролер и станция (PC ) • Бариери за всеки вход и изход • Видеокамери и електронни дисплеи

Всяка система може да бъде програмирана и настроена според изискванията на клиента, както следва:

• Паркингът да работи с коли на абонамент и временно приходящи, като абонаментът може да се задава по време, а цената да се променя;

• Възможно е да не се изисква заплащане за определен период от време. Времето за престой на коли, за които не се изисква заплащане, може да се задава от компютъра, а цените за престоя над допустимото минимално време могат да се променят и задават от програмата;

• През входната бариера не може да влезе кола при условие, че паркингът е запълнен с максималния брой коли, които той може да поеме. Броят на паркиралите коли, които може да побере паркинга, се задава от програмата;

• С една абонаментна карта в паркинга може да влезе само една кола; • Може да се правят справки за:

o Брой на влезлите за деня коли; o Събраната сума в лв. за деня; o Брой на колите, които са ползвали паркинга, без да заплатят за това; o Време на влизане и излизане на автомобил и кадър на автомобила, влизащ

със съответната карта.

Избора на модела бариери се прави на база на интензивността на режима на преминаване през тях. Доказано е качеството и високите експлоатационни характеристики на хидравличните





бариери на СЕА (SEA) и KAME (CAME) Италия. Когато обаче скоростта на бариерата е от съществено значение, електромеханичните бариери също работят безотказно.

Важно предимство при избора на доставчик е:

• Гъвкав подход при инженеринга и софтуерното решение за всеки паркинг спрямо конкретните изисквания;

• Качествен монтаж и сервизна поддръжка; • Наличие на резервни части на склад в България; • Възможност за абонаментна поддръжка след изтичане на гаранцията.

Обща техническа характеристика

Автомобилният паркинг представлява тежка метална поддържаща конструкция и горна настилка от подсилен бетон.

Подсиленият бетон представлява смес от цимент, вода, висококачествени агрегати и отговаря по дозировка и качество на диаграмите на Фулер. При всички случаи подсиленият бетон, използван за структурната поддръжка има съпротивление най-малко Rck = 350 kg/cm2 (килограм на квадратен сантиметър) 28 дни след втвърдяване.

Aнкерирането, използвано за цимента са електрозаварени цели единици от телени мрежи, които във всеки край за подобряване на свързаността са завити във формата на кука. Желязото, използвано за подсилване, има възможност за натоварване не по-малка от 1 6000 кг/см2.

При употреба през зимата бетоновата смес ще има включени добавки за ниски температури, както и други добавки, за да се подобри качеството му.

Продуктът е конструиран за външна експлоатация и издържа на атмосферни условия като вода, лед, вятър и т.н. По тази причина металната структура е топлопоцинкована, а различните структурни единици са свързани с галванизирани болтове.

Процесът на топлопоцинковане е извършен според европейските стандарти, така че всеки отделен елемент е покрит със 100-120 микрона дебел предпазващ слой в зависимост от дебелината на галванизирания елемент.





По-точно топлогалванизацията е извършена според EN10142, EN10143 и EN 10147 стандарти за тънки секции и тънкопластови метали и по UNI EN ISO 1461 за по-дебели секции, като носещи греди.

Различните метални елементи са изгради от материал, класифициран по стандартите UNI 7070 и типове Fe360, Fe430 и Fe510 в зависимост от структурните/механичните характеристики на елемента.

Системата може да бъде вдигната на всяко място и, ако това се наложи, демонтирана изцяло, транспортирана където и да е и отново вдигната отново дори и с различно положение, тъй като е направена от подвижни взаимосвързани модули.

Издигането или свалянето на всеки елемент лесно може да се осъществи със строителен товароподемен кран.

Тези характеристики гарантират максимална гъвкавост на системата, която се адаптира към всякаква ситуация и височина на повърхността, ако се използва отново.

Тъй като нашата модулна система за паркиране толкова лесно може да се издигне, свали и отново да се издигне, тя притежава ПАТЕНТ, No. MI2005A001192 ЗА ДЕМОНТИРАЩ СЕ ПАРКИНГ НА ПОНЕ ЕДИН ЕТАЖ ОТ ЗЕМНОТО РАВНИЩЕ.

Реално ПАТЕНТЪТ НА MUSSINI е различен от всички останали, главно поради фундаменталната особеност, че oще на фазата на планиране, другите основи могат да бъдат издигнати от нормалното подово равнище + 1.

Всеки стандартен модул е квадратен с размери 5х5 метра. Освен това имаме и други модули в нашата гама с големина до 7х7 м за определени ситуации.

Всеки модул се поддържа от 4 квадратни тръбовидни метални колони и от главни и помощни носещи греди, които да поддържат горният паркинг етаж.

Избраните носещи греди са IPE греди или подобни с подходящ размер и са пристегнати с болтове към конструктивната част.

Подпорите на земята се състоят от плоча, която разпределя налягането върху земята и те също имат отделни свръзки, които следват наклона на повърхността.

Подпорите са закрепени към земята с болтове. Всяка основа, разбира се е достатъчно устойчива да поеме всякакви удари и сблъсъци от превозно средство с пешеходна скорост.

За разлика от други производители, ние поставяме на нашите стойки шоково-предпазна протекция, която предпазва от три страни в случай, че превозно средство се блъсне случайно с нея. За допълнително предпазване при паркиране към основата на подпората е добавен и тръбовиден пръстен , който предпазва гумите в случай на погрешни маневри.





Горният превозващ етаж се състои от комбинирани оребрени стоманени листове, mod. EGB 1200 (оребрени панели за подове, продукт на компанията Brollo Marcegaglia), поставени върху основните IPE или ILS носещи греди, които поддържат подсиленият бетон. Подсилената стомана е разделена на няколко части така че всички подове се равняват на около 5х2.5 метра, а това означава, че могат да бъдат свалени, преместени и отново асемблирани където и да е. Настилката е направено от RCK30 S4 бетон или подобен, с дебелина около 15 см, съответно подсилен с естествено оцветен кварцово-циментен пласт в количество от 3-4 kg/m2, механично загладен, той се свързва чрез сечение уплътнено с ПВЦ материал. Повърхността ще бъде третирана с прозрачен епоксиден (epoxy) колофон във водна емулсия в две покрития , за да се направи повърхността нехлъзгаща и водоустойчива. След като бъде третирана по този начин повърхността ще стане устойчива на масла и хидрокарбони.

Настилка

Горната част на паркинговата настилка ще бъде покрита с износоустойчив асфалт с приблизителна дебелина 3 см.

Освен вертикалните и хоризонтални структури има също и значителен брой от полегати и вертикално кръстосани скобни елементи и стоманени наклонени покривни греди, навсякъде, където това е нужно. Тези елементи, които се състоят от метални планки, са особено важни за хоризонталната стабилност на структурата.

Горната част на автомобилният паркинг е леко наклонена, а инсталираните канали събират дъждовната вода.

Тези канали провеждат водата до отводнителните тръби в подпорите.

Паркинговата площ е съвместима със стандартните параметрични охранителни огради, които отговарят на Постановлението на Italian Public Works от 3ти юни 1998 в съдържание на глава 82 KJ ал. 2N, стандартни пътни знаци и маркировки , определящи зоните за паркинговите и преминаване.





Ограничителните маркировки ще бъдат със съшия цвят, ширина и боя, която обикновено се използва по пътищата; хоризонталните пъти знаци на горния етаж и на помещенията вътре в съоръжението отговарят на новият пътен правилник и съответните закони за регулиране.

Знаците за сигурност и пожарна безпасност отговарят на стандартите, посочени по-долу.

Рампата за достъп е напарвена от модули със същите механични и структурни характеристики, описани по-горе с тази основна разлика, че, тъй като това е площта, по която ще се извърва движението, нейната повърхност е тип “рибена кост”, за да се увеличи триенето на автомобилните гуми върху нея, и бетонов тип RCK 25 s3 с дебелина 15см и Durocret с дебелина 1см и оформена повърхност плюс канали покрай страните, така че водата да се изтича лесно.

Както виждате на схемата на изтичане на водата, нашата система поддържа двоен отводен канал, който се нарича “субканал” и гарантира, заедно с водосъбирателния канал, ефективно провеждане на водата до горният етаж към долния. По този начин абсолютно никаква вода не може да се процеди от едияния към другия канал.

Приблизителни тегла

Трябва да се отбележи, че височината на стойката варира , тъй като автомобилният пркинг трябва да има полегата повърхност с цел дъждовната вода да се оттича. Това означава, че тежестта на подпорите и носещите устройства се променят от модул до модул. Имайте предвид също, че циментът трябва да бъде насочен надолу спрямо водосъбирателните канали и по този начин ще се различава в дебелината и следователно посочените тежести са приблизителни.

Приблизителни тегла на конструктивните елементи на автомобилния паркинг:

1. Стойка – 80кг/pc 2. Земна основа – 50кг/бр 3. Горна основа - 16 кг/бр 4. Основни носещи греди – 150кг/бр 5. Помощни носещи греди – 130кг/бр 6. Място за паркиране на автомобили ( неизравнена стомана + бетон +

подсилване) -180 кг/м2 7. Носещи устройства – 25кг/всяка 8. Воден канал (5 метра) – 65кг/всеки 9. Отводняваща тръба – 5кг/всяка 10. Предпазна релса – тежест според европейските стандарти – прибл. 25-30кг/м 11. Различни варианти за прикрепване и поддържане на страничните панели

(декоративни панели, които да придадат естетичен и архитектурен вид на паркинга) – 20кг/м

12. Стълби за потребители – 1300 – 1500 кг/всяка

Така че всеки модул 5х5 метра има приблизително 1450 – 1500 кг метални елементи, който достигат обща маса , включваща цимента, който да поддържа структурата, приблизително 6000 – 6100 кг. Рампата е съставена от около 3 модула.





Вписване в градската среда

Нашата паркинг система е снабдена с облицоващи панели, които покриват основното тяло на носещите греди, предпазващите релси и част от рампите с цел да се минимизира взаимодействието на металната структура с атмосферните условия.

Тези панели – според нашите стандарти и цитирани в тази оферта – се състоят от изолирани монолитни панели с поцинковани стоманени обвивки и лакирани 30мм дебели и налични в различни цветове според изискванията на клиента ( RAL бяло 9010, RAL мръсно бяло 9018, RAL кремаво 1013, RAL червено 3039, RAL тъмно кафяво 8019, RAL синьо 5012 и други цветове по поръчка). Също по поръчка може да се осигурят и 40мм дебели циментови плочи в различни цветове и комбинации и панели в шахматен стил са също възможност. Отгоре могат да бъдат поставени саксии с цветя.

Нашата подвижна автомобилна пркинг система, е обект на акустична инспекция, а както потвържадението от автомобилния паркинг, инсталиран в Lucca, показа, колите, преминаващи по горния етаж на платформата, не нарушават по никакъв начин звуковия фон за разлика от обикновените пътища.





Конструктивна система

Структурата е така проектирана, че ако в случай на производствен или монтажен дефект, някоя свързваща единица или болт на главните елементи се повредят, цялостният статичен баланс на структурата да не окаже въздействие по никакъв начин.

В действителност всеки главен носещ елемент се инсталира над елемента, който трябва да го поддържа; следователно всеки дефект в свързването или болтовете не може да причини срутване, но може най-много да увеличи осцилацията и вибрациите.

Статично Подсигурена Структура

Простата модулна система може да умножи броят на паркоместата във вече съществуващ паркинг или където и да е. Може да се постави на едно или повече нива. Системата се състои от топлопоцинковани или боядисани стоманени модули, които могат да се сглобят в няколко комбинации и така да бъдат създадени структури с различни форми и размери, за да се оползотвори максимално свободното място. Модулите се монтират и демонтират лесно, затова са подходящи и като временни решения.


Parking Systems - Modular Park - Steel Constructions – Dumper containers Carpenterie Mussini srl - Via G. di Vittorio, 18 - 42124 Reggio Emilia– ITALY - P. Iva 02398420352 tel. +39 0522 271088 Fax +39 0522 513075 - e-mail: [email protected] - www.carpenteriemussini.it

1

Ing. Dorina Dobreva SEA Bulgaria 1331 Sofia blvd Evropa 176 BULGARIA

At the kind attention of

Dorina Dobreva

Re: Your request about Modular Park parking systems for 2 levels (designed for 2 more future levels).

Dear Dorina, here is our offer: Parking System mod. Modular Park made by a connection of modular pieces of dimensions mt 5x5, meters or similar, with 1 double ramps, total parking dimentions mt 32x75 (or 33x75), as follow: General description



The floor is made in RCK30 S4 concrete or similar about 15 cm thick. Over it, it is possible to lay down a 2‐3cm thick asphalt base.


2

The reinforced concrete is divided into several parts so that all floors measure about 5x2.5 metres which means they can be taken down, transported and re‐assembled elsewhere.


When erecting or dismantling, each element is easy to handle with a construction site crane. These characteristics guarantee maximum flexibility of the system which adapts to any surface‐

height situation if used again. Because it is so easy and quick to erect, dismantle and erect again, our modular car park system

has obtained a PATENT. Each module is sustained by 4 square tubular metal posts and by primary and secondary beams

to support the upper car park floor. The beams chosen are IPE beams or similar of a suitable size and bolted together on the

construction site. The feet standing on the ground consist of a plate that distributes stress to the ground and they

also have a particular joint so they can follow the slant of the ground. The feet are anchored to the ground with bolts. Each foot is, of course, rigid enough to withstand any bumps and knocks from vehicles moving at walking speed.

The posts have a jointed shockproof protection that protects it if it is accidentally bumped into by a vehicle. For additional safety when parking, a tubular ring has been added to the base of the foot which protects tyres in the case of wrong manoeuvres.

The surface can be treated with transparent epoxy resin in an aqueous emulsion, with two coats being given to make the surface non‐slip and waterproof. With this treatment the floor will be resistant to oils and hydrocarbons.

The upper floor of the car park will slant slightly and channels installed to collect rain water; these channels will convey the water to drainpipes inside the posts.

The car park area will be fitted with regular perimeter guard rails, conforming to the European norms, proper road signs and stripes delimiting the parking and transit areas.

The access ramp is made with modules with the same mechanical and structural properties described above with the only fundamental difference being that the transit surface supplied is the “fish‐bone” type to increase friction of the car tyres driving over it, with concrete type RCK 25 s3 15 cm thick with 1 cm thick Durocret and shaped surface plus flat channels along the sides so water can flow along easily. General features

o Max capacity each car space 3000 kg. o Structure in according with the sismic norms of the installation country o Supporting structure in hot galvanized steel o Guard Rail in according to the European norms o Single module dimention: as drawing. o Clearance : from 2,4 till 3,0 meters o Surface dimension: as your drawing. o Electric components for lighting in according to the European norms o Fire Prevention components


3

Quotations Modular Park on 2 levels (design for 2 more future levels):

As your request here is quotation for Modular Park , with 2 levels (ground level + 1st storey + 2nd storey).

Quotations A: (Carpenterie Mussini supply all components from Italy and BULGARIAN COMPANY make total installation) Parking system mod. MODULAR PARK, complete included:

supply steel components and guard rail supply electric and lighting components supply fire standard preventions components supervisor during installation

If transit lane is 6mt: Total Surface : = (mt 32x75) 2330 sqm (ramp included) + 2330 sqm (ramp included) Total Car places : = 100+98+100

Quotation .....…................................2330sqm x 2 x 170 Euro/sqm = 792.200 Euro If transit lane is 6,5 mt: Total Surface : = (mt 33x75) 2450 sqm (ramp included) + 2450 sqm (ramp included) Total Car places : = 100+98+100

Quotation .....….......................2450 sqm x 2 x 170 Euro/sqm = 833.000 Euro escluded: custom duty and tax

installation steel components and guard rail installation concrete floor and delimiting signs installation electric and lighting components installation fire standard preventions components transport to Bulgaria (about 13 complete trucks)

Foundations are necessary. Costs on your charge.


4

In this case BULGARIAN COMPANY must provide: a group of about 7‐8 steel assembler workers for about 2+2 months, a electrician Company (2 persons) for about, 22 days an hydraulic Company (2 persons) for about 22 days a local Company(5‐6 persons) for arrangement of concreting for about 8+8 days steel rods and nets for concreting floor 30.000 Kg (approx 6Kg/sqm) ‐about 250 +250 cubic meter beton for flooring ‐ 1 or 2 forklifts

Quotations B: (Carpenterie Mussini supply all components from Italy and make total installation in Bulgaria). Parking system mod. MODULAR PARK, complete included:

supply steel components and guard rail supply electric and lighting components supply fire standard preventions components installation steel components and guard rail installation concrete floor and delimiting signs installation electric and lighting components installation fire standard preventions components transport to Bulgaria (about 13 complete trucks)

If transit lane is 6mt: Total Surface : = (mt 32x75) 2330 sqm (ramp included) + 2330 sqm (ramp included) Total Car places : = 100+98+100

Quotation .....…............................2330 sqm x 2 x 260 Euro/sqm = 1.211.600 Euro If transit lane is 6,5 mt: Total Surface : = (mt 33x75) 2450 sqm (ramp included) + 2450 sqm (ramp included) Total Car places : = 100+98+100

Quotation ..................….......2450 sqm x 2 x 260 Euro/sqm = 1.274.000 Euro escluded: custom duty and tax



5

Site requirement Ground supporting surface: The surface where installing the Modular Park system with 4 levels must have concrete foundations in according with ground capacity and local norms. In each case, foundations works on your charges.

Delivery/installation time Total time for supply and installation approx 5‐6 months from order. Warrenty Hot galvanized steel elements: 10 years Concret floor : 5 years Payment Letter of Credit irrevocable and confirmed by our bank. Offer valid 30 days.

Best regards Technical Director

Eng. Turcato Giampaolo General Director Mussini Daniele REGGIO EMILIA, 01/07/2013


1

Ing. Dorina Dobreva SEA Bulgaria 1331 Sofia blvd Evropa 176 BULGARIA

At the kind attention of

Dorina Dobreva

Re: Your request about Modular Park parking systems for 2 levels (designed for 2 more future levels).

Dear Dorina, here is our offer: Parking System mod. Modular Park made by a connection of modular pieces of dimensions mt 5x5, meters or similar, with 1 double ramps, total parking dimentions mt 32x75 (or 33x75), as follow: General description



The floor is made in RCK30 S4 concrete or similar about 15 cm thick. Over it, it is possible to lay down a 2‐3cm thick asphalt base.


2

The reinforced concrete is divided into several parts so that all floors measure about 5x2.5 metres which means they can be taken down, transported and re‐assembled elsewhere.


When erecting or dismantling, each element is easy to handle with a construction site crane. These characteristics guarantee maximum flexibility of the system which adapts to any surface‐

height situation if used again. Because it is so easy and quick to erect, dismantle and erect again, our modular car park system

has obtained a PATENT. Each module is sustained by 4 square tubular metal posts and by primary and secondary beams

to support the upper car park floor. The beams chosen are IPE beams or similar of a suitable size and bolted together on the

construction site. The feet standing on the ground consist of a plate that distributes stress to the ground and they

also have a particular joint so they can follow the slant of the ground. The feet are anchored to the ground with bolts. Each foot is, of course, rigid enough to withstand any bumps and knocks from vehicles moving at walking speed.

The posts have a jointed shockproof protection that protects it if it is accidentally bumped into by a vehicle. For additional safety when parking, a tubular ring has been added to the base of the foot which protects tyres in the case of wrong manoeuvres.

The surface can be treated with transparent epoxy resin in an aqueous emulsion, with two coats being given to make the surface non‐slip and waterproof. With this treatment the floor will be resistant to oils and hydrocarbons.

The upper floor of the car park will slant slightly and channels installed to collect rain water; these channels will convey the water to drainpipes inside the posts.

The car park area will be fitted with regular perimeter guard rails, conforming to the European norms, proper road signs and stripes delimiting the parking and transit areas.

The access ramp is made with modules with the same mechanical and structural properties described above with the only fundamental difference being that the transit surface supplied is the “fish‐bone” type to increase friction of the car tyres driving over it, with concrete type RCK 25 s3 15 cm thick with 1 cm thick Durocret and shaped surface plus flat channels along the sides so water can flow along easily. General features

o Max capacity each car space 3000 kg. o Structure in according with the sismic norms of the installation country o Supporting structure in hot galvanized steel o Guard Rail in according to the European norms o Single module dimention: as drawing. o Clearance : from 2,4 till 3,0 meters o Surface dimension: as your drawing. o Electric components for lighting in according to the European norms o Fire Prevention components


3

Quotations Modular Park on 2 levels (design for 2 more future levels):

As your request here is quotation for Modular Park , with 2 levels (ground level + 1st storey + 2nd storey).

Quotations A: (CarpenterieMussini supply all components from Italy and BULGARIAN COMPANY make total installation) Parking system mod. MODULAR PARK, complete included:

supply steel components and guard rail supply electric and lighting components supply fire standard preventions components supervisor during installation

Total Surface : = (mt 25x75) 1875 sqm (ramp included) + 1875 sqm (ramp included) Total Car places : = 76+73+81 Quotation .....………………………….......1875 sqm x 2 x 170 Euro/sqm = 637.500 Euro escluded: custom duty and tax

installation steel components and guard rail installation concrete floor and delimiting signs installation electric and lighting components installation fire standard preventions components transport to Bulgaria (about 11 complete trucks)

Foundations are necessary. Costs on your charge. In this case BULGARIAN COMPANY must provide: a group of about 6‐7 steel assembler workers for about 1,5+1,5 months, a electrician Company (2 persons) for about, 20 days an hydraulic Company (2 persons) for about 20 days a local Company(5‐6 persons) for arrangement of concreting for about 7+7 days steel rods and nets for concreting floor 23.000 Kg (approx 6Kg/sqm)


4

‐about 180 +180 cubic meter beton for flooring ‐ 1 forklift

Quotations B: (Carpenterie Mussini supply all components from Italy and make total installation in Bulgaria). Parking system mod. MODULAR PARK, complete included:

supply steel components and guard rail supply electric and lighting components supply fire standard preventions components installation steel components and guard rail installation concrete floor and delimiting signs installation electric and lighting components installation fire standard preventions components transport to Bulgaria (about 11 complete trucks)

Total Surface : = (mt 25x75) 1875 sqm (ramp included) + 1875 sqm (ramp included) Total Car places : = 76+73+81 Quotation .....…..............................1875 sqm x 2 x 260 Euro/sqm = 975.000 Euro


Site requirement Ground supporting surface: The surface where installing the Modular Park system with 4 levels must have concrete foundations in according with ground capacity and local norms. In each case, foundations works on your charges.

Delivery/installation time Total time for supply and installation approx 5‐6 months from order.


5

Warrenty Hot galvanized steel elements: 10 years Concret floor : 5 years Payment Letter of Credit irrevocable and confirmed by our bank. Offer valid 30 days.

Best regards Technical Director

Eng. Turcato Giampaolo General Director Mussini Daniele REGGIO EMILIA, 01/07/2013

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(19)

Europtiisches Patentamt

European Patent Office

Office europeen des brevets

1111111111 1111 I 11 Ill 11 Ill 11111 11 Ill 11 Ill 11111 11 Ill 11111 11 Ill Ill 11 1111111111

(11) EP1736616A1

(12) EUROPEAN PATENT APPLICATION

(43) Date of publication: 27.12.2006 Bulletin 2006/52

(21) Application number: 06115042.1

(22) Date of filing: 06.06.2006

(84) Designated Contracting States: AT BE BG CH CY CZ DE OK EE ES Fl FR GB GR HU lE IS IT Ll LT LU LV MC NL PL PT ROSE SI SKTR

(51) In! Cl.: E04H 6/10 (2ooB.01J

(71) Applicant: Mussini, Daniete 42100 Reggio Emllla (IT)

(72) Inventor: Mussinl, Daniele -------------- · ---~----· -----421CO--Raggiv Emma-c;r;-

AL BAHRMKYU

(30) Priority: 23.06.2005 IT M120051192 (7 4) Representative: Glambrocono, Alfonso et al

Giambrocono & c. S.p.A. Via Rosolino Pilo 19/B 20129 Milano (IT)

(54) Demountable modular parking lot with at least one storey in addition to the ground floor

(57) The parking lot is of the demountable and remountable modular type for motor vehicles, is composed of at least one upper storey in addition to the ground floor and comprises, in addition to one or more access ramps to the upper storeys, a determined number of modular structural units (10; 10NL, 10L) and adequate bracing elements (43, 44). Each modular structural unit (10; 10NL, 1 OL) comprises: a square or rectangular deck including steel beams (12, 14, 14L) which carry a single floor slab (16) or several side by side floor slabs (16A, 16B, 16L), the floor slab (16) or floor slabs (16A, 168,

10-..,.

16L) being formed using sheet steel; four junction elements (30), also of steel, on which the deck rests at its four corners; four steel vertical support elements (18) at the top of which a junction element (30) is provided; and four steel bases (36), each base (36) comprising a baseplate (36) from which a tubular collar (40) extends coaxlaity upwards to receive fairly loosely the lower end of the relative vertical support element (16). The deck comprises only two steel edge beams (12) parallel to each other. Each vertical support element (16) is formed in one piece of fixed length, the lower end of which is directly insertable loosely intothetubularcollar (40) ofthe relative base (36).

36

FIG. 2

36

Printed by JOUIIEI, 75001 PARIS (FR)

EP 1 736 616 A1 2

Description

[0001] The presentinvention relates to a demountable and remountable modular parking lot for motor vehicles, composed of at least one upper storey in addition to the ground floor. [0002] various types of structures for modular parking lots are known to the expert of the art, which enable the number of vehicles parkable on a determined area to be doubled. Many of these structures are of fixed type, either of steel or of reinforced concrete, however more recently some have been of demountable and remountable construction. [0003] EP 0 364 414 81 describes a structure of this latter type, suitable for constructing temporary parking lots consisting of a ~rst transit and parking floor, acces

throughoutthe entire vertical support element. Hence the benefit of vertical support elements subjected only to axialload is not in the end substantial, especially considering that the work required to form a vertical support

s element oft he aforedescribed type is decidedly demanding and costly. (0007] The junction element of the modular structural unit represented in the figures of EP 0 364 414 81 comprises: a first tubular part insertable coaxially a certain

10 distance into the free upper end of the upper tubular part of the relative vertical support element, and externally presenting angularly equidistant plates for connection to said bracing rods; a horizontal plate for supporting said edge beams fixed to the outer end ofthe first tubular part;

1s and a second tubular part above the first tubular part and in one piece and coaxial therewith. The second tubular

sible bv one or more ramps. and a ground floor (cnvArAci _ . -·----~!1PJ~~~m~f9_l:-!LY~rtk~L.R[?!!~~- fqr.c~:m~.~~t!_pn.t9 __ sa!d .. byifie.flrsffi<.lor)alsousabieloHranslt anci pari<in9:Th'e-- edge beams, these plates being angularly. equidistant

relative structure is obtained by assembling a determined and slightly offset from the axial vertical plane through number(depending on parking requirements) of modular 20 the relative edge beam, this plane also passing through structural units, each of which comprises: a square or the axis of the relative vertical support element. rectangular floor slab constructed of ribbed sheet steel, [0008] EP 1165 909 81 describes a deck for de mount-completed upperly by a filling and finishing material to able modular parking lots of the type described in EP 0 provide a walking path; four steel beams, one for each 364 414 81. Specifically, the deck of the modular struc-edge of the floor slab; four steel junction elements at the 25 tural unit comprises a floor slab, which is provided with corners of the floor slab; four vertical steel support ele- rain water collection and disposal channels and is formed ments below each ofthe junction elements; and four steel of panels of ribbed sheet steel cooperating with an over-bases below each vertical support element. lying casting of suitably reinforced concrete. [0004] Structure bracing rods are also provided, the [0009] Demountable modular parking lots in accord-ends of which are connected to said junction elements 30 ance with the teachings of EP 1 165 909 81 and EP 0 and bases. 364 414 81 effectively exist. However, in addition to the [0005] Theverticalsupportelementsaresubjectedon- four perimetral steel beams provided in EP 0 364 414 ly to axial load for the reasons given hereinafter. Means 81, they also always comprise a secondary steel beam are also provided to adjust the length of the vertical sup- which rests between the centres of two parallel edge port elements. The bases each comprise a baseplate 35 beams (so that in this version, the structural unit uses from which there upwardly extends a coaxial cylindrical five beams). This enables the floor slab span to be sig-collar rigidly fixed to the baseplate. A first hinge element, nificantly reduced. in the form of a spherical cap, rests on the baseplate [0010] From the a foregoing it is evident that the afore-within the cylindrical collar, with its convex side facing described modular structural unit is fairly complicated, in upwards. The vertical support element comprises an ex- 40 that some of its structural elements (in particularly the ternally threaded lower cylindrical pin of diameter less vertical support elements and the bases) are more similar than the inner diameter of said cylindrical collar, in order to pieces of machinery than to the structural steelwork to be inserted fairly loosely into this latter. At its lower for a parking lot, with the constructional difficulties and end the threaded cylindrical pin presents a second hinge costs that this involves. element of spherical cup shape, complementary to said 45 [0011] An object of the present invention is therefore first hinge element, the concave side of the second hinge to provide a demountable modular parking lot. obtained element facing downwards. An internally threaded by assembling modular structural units which are decid-sleeve is screwed onto the cylindrical pin and can be edly more simple than that of EP 0 364 414 81. inserted into and locked in the lower end of the upper (0012] Another object is to provide a demountable part of the vertical support element, which Is in the form so modular parking lot which can have more than one upper of a tubular element. storey, each storey being formed with the same type of [0006] A true hinge therefore exists at the lower end modular structural unit. of each vertical support element, so that this latter is sub- (0013] These objects are attained by the demountable jected in practice only to axial load. lt should however be modular parking lot of the present invention, comprising noted that the cross-section through the vertical support ss in addition to one or more access ramps, a determined elements cannot have less than determined dimensions number of modular structural units and adequate bracing and thicknesses, both for constructional reasons and to elements, each modular structural unit comprising: a prevent any instability phenomena appearing locally and square or rectangular deck including steel beams which

2

3 EP1736616A1 4

by the edge beams, these conveniently divide the deck of a modular structural unit Into three bays with the central bay being double the span of the two side bays. In this case it can be convenient to provide floor slabs which

carry a single floor slab or several side by side floor slabs, the floor slab or floor slabs being formed using sheet steel; four junction elements, also of steel, on which the deck rests at its four corners; four steel vertical support elements, at the top of which a junction element is provided; and four steel bases, each base comprising a baseplate from which a tubular collar extends coaxially upwards to receive fairly loosely the lower end of the relative vertical support element;

5 are all equal (to be known as typical floor slabs) and have a span equal to the distance between two secondary beams, with the central floor slab resting on the two sec· ondary beams and the lateral floor slabs resting at one end on one of the two secondary beams of the modular

characterised in that;

the deck comprises only two steel edge beams parallelto each other; each vertical support element is formed in one piece of fixed length, the lower end of which is directly insertable loosely Into the tubular collar of the relative

to structural unit concerned and the other end on the nearer secondary beam of the adjacent modular structural unit. As will be apparent, such an arrangement can be used for the "non-lateral" structural units of the parking lot according to the invention, given that the modular structural

15 units forming two parallel sides of the parking lot (known hereinafter as "lateral" structural units) require an addi-

-~~·~-~~ ~-~~---~~,~~~,~,,=,~======~=~~=~~~====~-===:==,,=.~=~-==~~=-===-=~,~~!rY!~~~~~rcr~J~~~~~,!;~~t~~,~~i~y:~~~r~iqt~;~~~,, · [0014] As will be immediately apparent, the fact ofhav- alive deck area, a relative floor slab with a span one half ing essentially eliminated said base hinge composed of 20 the span of the typical floor slab also having to be pro-mating spherical caps and of no longer having a vertical vided. lt Is apparent that the "non-lateral" structural units support element formed from two different parts (the low- are normally of a considerably greater number than the er threaded pin and the upper tubular element joined to- "lateral" floor slabs, so that this arrangement is in any gather by a screw and lead nut coupling), but instead in event convenient. one piece of fixed length, considerably simplifies the 25 [0018] it should also be noted that the dernountable structure, its construction and its assembly, to finally ob- modular parking lot of the present invention can if re-tain a significant cost saving. Jt should however be noted qui red have two, three or more upper storeys. To achieve that the expression "one piece of fixed length" does not this result, it is sufficient to simply superpose a number mean that the vertical support element cannot, in turn, of parking lots having one upper storey, provided that the be composed of several elements fixed rigidly together 3o verticalsupportelementsofeachstoreyaredimensioned (it can for example be a lattice or cross-stiffened upright). for the predicted loads deriving from the overlying sto-[0015] The fact that the vertical support elements are reys. In particular, if junction elements of the aforede-in one piece of fixed length does not mean that it is not scribed type are used, threaded bars need simply to be possible to vary within certain limits the distance between provided having a length sufficient to also secure the the base and the overlying deck, this being achieved ex- 35 base of the overlying storey. tremely simply by inserting a spacer element into the tu- [0019) The Invention will be more apparent from the bular collar of the relative base, this spacer element di- following description of a demountable modular parking rectly supporting the lower end of the vertical support lot of the invention given by way of example. In this de-element inserted into the tube piece, this latter evidently scription reference is made to the accompanying draw-having to be of adequate height. 40 ings, in which: [0016] Preferably each junction element comprises a first plate, which fixed similarly to a capital to the top of the vertical support element, the first plate carrying by means of threaded bars and relative nuts and locking nuts an overlying second plate, parallel to and spaced 45

from the first, one end of the relative edge beam resting on and being removably fixed to the second plate. [0017] For the same reasons (as already stated) for which in existing demountable modular parking lots in accordance with EP 0 364 414 81 the modular structural 50

unit always comprises an intermediate secondary beam in addition to the four edge beams (making a total of five beams), the structural units of the parking lot of the present invention can also comprise an intermediate sec· ondary beam or even two parallel intermediate second- 55

ary beams (making a total of three and four beams respectively, a number In any event less than five). In the particular case of two parallel secondary beams carried

3

Figure 1 is a perspective view from below showing a modular structural unit, the deck of which comprises a single fioor slab resting directly on the two edge beams; Figure 2 is a perspective view thereof from above; Figure 3 is a perspective view from below showing a variant of the structural unit of Figures 1 and 2, of the "non-lateral" type (in the aforesaid sense); Figure 4 is a perspective view thereof from below; Figure 5 is a reduced perspective view from above showing a "lateral" modular structural unit usable with that of Figures 2 and 3; Figure 6 is an elevation of a typical base suitable for the modular structural units both of Figures 1 and 2 and of Figures 3, 4 and 5; Figure 7 is a plan view thereof from above; Figure 8 is a perspective view thereof;

5 EP 1 736 616 A1 6

Figure 9 shows the base of Figure 7 to which a means indicated by 1 ON) differ from the unit 1 ONL merely by the for protection against impacts has been added: fact that In addition to the typical floor slabs 16A and 168 Figure 10 is a perspective view thereof: they must also comprise a third lateral floor slab 16L, Figure 11 is a front elevation of a vertical support formed in practice as these latter but with one half the element for the modular structural units; 5 span. A third secondary edge beam 14L must also be Figure 12 is a side elevation thereof: provided in the modular structural units to support the Figure 13 is a plan view thereof from below: outer edge of the floor slab 16L. Figure 14 is a vertical section showing a detail of a (0023] From Figures 1, 2, 3, 4, 5, 14 and 16, it can be modular parking lot of the invention, the section be· seen that the two edge beams 12 rest on those which ing taken at an intermediate vertical support element, 1o have previously been called second steel plates, indicat· perpendicular to one of the two edge beams: ed in said figunss by 20, supported via threaded bars 22 Figure 15 is a vertical section showing another detail and relative nuts 24 and locking nuts 26 by those which of the same parking lot, the section beingtakentrans· have been previously called first steel plates, welded to versely to a secondary beam: the top of the vertical support elements 18 (In this specific Figure 16 is a vertical section showing a further detail 15 case consisting of two tubular columns having a cross-of the same parking lot, the section being taken per- section which is square, or in other embodiments, rec-oendicularto the more outer edge beam of a 111AtAoll" t~:m_aul£~r or H-sn~~~;U~E!rrQ wQL~!:u~r_~Jr:td_i_~gtgd_.bv..2_8_in ____ _ -r ________ _

modular structural unit, at an intermedfiite'poil1fof'--'~' sa_i_d figure~'iormed by th'e firsi'steel pfaies28, ----~- ,,,, said beam. second steel plates 20 and threaded bars 22 with the

[0020) As can be seen from Figures 1 and 2, the mod· ular structural unit shown therein, indicated overall by 10, comprises a deck consisting essentially of a floor slab 16 and two parallel steel edge beams 12, which in this spe· cific case are of I cross-section (their cross-section can however be of different shape). The floor slab 16 is formed in this specific case from ribbed sheet steel, co· operating with an overlying reinforced concrete casting (not shown in the figunss for simplicity). The sheet steel could however be non-ribbed (i.e. smooth), and not be provided with a cooperating layer, in the sense that it could have merely an upper covering or hood, not coop· erating with a sheet steel, to form the treading/transit sur· face (hence without using cooperating reinforced con· creta). (0021] In the variant shown in Figures 3, 4 and 5, the modular structural unit 1 ONL and 1 OL has a deck provided with two additional secondary steel beams 14, of I crosssection. These latter are spaced apart by a distance equal to one half their distance from the adjacent vertical sup· port elements indicated by 18. Two typical floor slabs (identical, of span L), indicated overall by the reference numerals 16A and 168, rest on the secondary beams 14. The typical floor slabs 16A and 168 can be of the various types described above with reference to the floor slab 16 of Figures 1 and 2, and in particular can comprise a ribbed steel sheet cooperating with an overlying rein· forced concrete casting. (0022] 1t should be noted that the fioor slab 168 rests at one end on one of the two secondary beams 14 of the structural unit 10NL, while its other end rests on the near· er secondary beam of an adjacent modular unit (having two vertical support elements In common with the first). As stated, the modular structural unit 10NL of Figures 3 and 4 is of "non-lateral" type, normally used to form most of the parking lot, whereas the structural units which form two of the parallel edges of this latter (i.e. the "lateral" structural units, of which one is shown in Figure 5 and

2o relative nuts 24 and locking nuts 26 is that which has been previously called the junction element, and is indi· cated overall by 30. As can be seen from Figures 11-14, the first plate 28 is stiffened by lower angle plates 32 welded to it and to the tubular column 18, in this specific

25 case of square cross-section. As the plates 20 and 28 of the junction elements 30 present a central circular hole (indicated by 37 and 35 respectively), a relative downpipe 34 (Figures 14 and 16) can be conveniently passed through the tubular columns 18, to then emerge from the

so column 18 at a suitable height as not to interfere with the base 36 and relative accessories (described hereinafter). The base 36 is best seen in Figures 6·8 and comprises a baseplate 38 on which a collar 40 is centrally welded, formed from a piece of square tube, which enables the

35 lower end of the relative vertical support element 18 to be received fairly slackly (Figure 14 ), such that said lower end rests simply and directly on the baseplate 38. Angle plates 42 welded to the baseplate 38 and to the collar 40 make the assembly rigid. Suitable holes can be provided

40 in the angle plates 42 and 32 for connecting bracing elements to them, in particular the rods 44 of Figures 1·4. The baseplate 38 presents four through holes 48 for fixing to the ground by anchoring bolts. In the case of a parking lot with more than one upper storey, the holes 48 can be

4!; used to anchor the base 36 of one storey to the underlying storey, by using the threaded bars 22 of the underlying junction element 30. [0024) By loosely inserting the lower end of a column 18 directly into the collar 40, there is no need to provide

50 a perfectly horizontal support surface for the baseplate 38. In this respect, even an inclination (obviously not excessive) of said support surface still enables the columns 18 to be maintained vertical (by virtue of the said loose engagement). The factthatthis situation may lead to only

55 partial and eccentric support of the lower end of the col· umn 18 on the baseplate 38 does not cause problems, seeing that (as already stated) the columns 18 are ap. propriately dimensioned for combined compressive and

4

7 EP 1 736 616 A1 8

bending stress. (0025] As can be seen from Figures 6-8, the base 36

Specifically, Figure 14 shows in cross-section a main channel 56 if the floor slabs 161ie on both its sides, whereas Figure 16 shows a main channel 56L if the relative main beam 12 is the most outer edge beam. The chan-

is provided with an annular element 46 lying in a plane parallel to the baseplate 38 and welded to the angle plates 42, and against which a vehicle's wheels collide before they laterally strike the column 18. This can happen during parking, hence the annular element 46 serves to prevent Impact against the columns 18. As can be seen from Figures 9 and 10, the base 36 can be provided with a protection means 50 for the columns 18 which, notwithstanding the presence of the annular element 46, may be struck (for example frontwards or rearwards) by vehides. The protection means 50 has a roughly C shaped cross-section (Figure 9), to substantially surround one half of the perimeter of the bottom of a column 18, and is fixable to the base 36 by a single bolt. being

s nels are closed upperly by conventional grilles 62. [0029] The same figure shows how a parapet 65 similar to that of which a portion is shown in Figures 1-5 can be fixed to the edge beam 12. [0030] Figure 15, in addition to showing how the joint

10 can be made between a secondary beam 14 and a main beam 12, also shows how an expansion joint can be obtained between two floor slabs 16A and 16B in the position in which otherwise there would be a secondary channel 54, the joint gap being filled lowerlywith a polystyrene

15 layer 58 and upperly with an impermeable material 60.

pmvicJArl with twn pRrAIIAI h1g_~ 9?,o.:;w~h;;icS,.h"c;, w¥', ;;,hP;;;.n'=. ""t~"'-'?_ofp".'_m;;c: .. ~~--~~~:======= ~=~·-co;tection mean-s 50 Ts In position, ·lie straddling one of the Claims

angle plates 42. The advantage of this arrangement is that if the danger of impact exists on only one side (as in 20 1. the case of the edge columns), the protection means 50

A demountable and remountable modular parking lot for motor vehicles, composed of at least one upper storey in addition to the ground floor and comprising, in addition to one or more access ramps to the upper storeys, a determined number of modular structural units (10; 10NL, 10L) and adequate bracing elements (43, 44), each modular structural unit (10; 10NL, 10L)comprising: a square orrectangulardeck including steel beams (12, 14, 14L) which carry a single floor slab (16) or several side by side floor slabs (16A, 16B, 16L), the floor slab (16) or floor slabs (16A, 168, 16L) being formed using sheet steel; four junction elements (30), also of steel, on which the deck rests at its four corners: four steel vertical support elements (18) at the top of which a junction element (30) is provided; and four steel bases (36), each base (36) comprising a baseplate (38) from which a tubular collar (40) extends coaxially upwards to receive fairly loosely the lower end of the relative vertical support element (18); characterised in that:

is provided only on the side concerned (as in Figures 9 and 10), whereas if the column 18 can be struck on both sides these sides are protected by two equal protection means disposed symmetrically. lt will be noted that the 25

base shown In Figures 9 and 10 is otherwise identical to that of Figures 6-8. [0026] As already stated, the height of the column 18 can be varied, within certain limits, by simply interposing a spacer element (not shown for simplicity) between the 30

baseplate 38 and the lower end of a relative column 18, so that by providing a spacer element of suitable thickness the distance between the base 36 and the second plate 20 can be varied (within determined limits). lt should also be noted that this distance can be more finely ad- 35

justed by the threaded bars 22 and relative nuts 24 and locking nuts 26 of the junction elements 30. The columns 18 can have cross-sections other than square (for exam-ple rectangular, polygonal or H shape). [0027] lt should also be noted that the last storey (if 40

there is only one upper storey, this will be the last) of the parking lot of the present invention can be covered by conventional covering (for example a simple roof), which would be lighter than the floor of the parking lot as it has only to support weather-induced loads. However there 45

is nothing to prevent the covering from being obtained by utilizing an additional floor obtained by using the mod-ular structural units of the parking lot of the present invention. [0028] Figures 14 and 15 shOw howthefloorslabs 16A so and 168 are formed in this specific case with ribbed sheet steel completed with an upper reinforced concrete cast-ing to obtain a treading/transit/drivable floor. If there is

the deck comprises only two steel edge beams (12) parallel to each other; each vertical support element (18) is formed in one piece of fixed length, the lower end of which is directly insertable loosely into the tubular collar (40) of the relative base (36).

2. A demountable modular parking lot as claimed in claim 1, wherein a spacer element is insertable Into the interior of the tubular collar (40) to vary the distance between the base (36) and the junction element (30).

no overlying roof, the relative deck is provided with secondary channels 54 (Figures 4 and 5) between the floor slabs 16Aand 168, exactly above the secondary beams 14, for removing rain water, their two ends discharging

55 3. A demountable modular parking lot as claimed in claim 1, wherein the vertical support elements (18) are obtained from tubular profile bars.

into main channels located above the edge beams 12.

5

g EP 1 736 616 A1 10

4. A demountable modular parking lot as claimed in claim 3, wherein the tubular profile bars from which the vertical support elements are obtained are of square, rectangular or H cross-section.

13. A demountable modular parking lot as claimed In claim 1, wherein the bases (36) present stiffening ribs (42) to which an annular element (46) is fixed lying in a plane parallel to the baseplate (38), and

5. A demountable modular parking lot as claimed in claim 1, wherein each junction element (30) comprises a first fixed plate (28) similar to a capital at the top of the vertical support element (18), the first plate (28) carrying by means of threaded bars (22) and relative nuts (24) and locking nuts (26) an overlying second plate (20), parallel to and spaced from the first (28), one end of the relative edge beam (12) resting on and being removably fixed to the second plate.

5 against which (46) the wheels of vehicles strike before these latter strike laterally against the vertical support element (18).

14. A demountable modular parking lot as claimed in 10 claim 1, wherein an element (50) can be applied to

the bases (36) to give protection against collisions with at least part of the perimeter of the lower part of the relative vertical support element (18).

15 15. A demountable modular parking lot as claimed in claims 2 and 12, wherein the protection element (50)

6. A demountable modular oarkina lot as claimed In ciaimT,wfieieiiioneorfWo,titermeCI,afesecol1daiY· beams (14) are provided In each modular structural unit (10; 10NL, 10L). 2o

7. A demountable modular parking lot as claimed in claim 6, wherein the intermediate secondary beams (14) are two in number and divide the deck of a mod-ular structural unit (10: 10NL, 10L) into three bays 25

with the span (l) of the central bay (16A) being dou-ble the span (U2) of the two side bays.

8. A demountable modular parking lot as claimed in claim 1, wherein the sheet steel of the floor slabs 30

(16; 16A, 168, 16C) is ribbed,

9. A demountable modular parking lot as claimed in claim 1, wherein the floor slabs (16; 16A, 168, 16C) are of mixed type, the sheet steel cooperating with 35

an overlying layer of reinforced concrete.

10. A demountable modular parking lot as claimed in claim 1, wherein the sheet steel of the floor slabs (16; 16A, 168, 16C) is covered upperly with at least 40

one layer of treadable/translt material which does not statically cooperate with the sheet steel.

11, A demountable modular parking lot as claimed in claim 7, wherein all those structural units (10NL) 45

which do not form two of the parallel sides of the parking lot, the floor slabs (16A, 168) are all identical and have a span (L) equal to the distance between the axes of two intermediate secondary beams ( 14 ).

12. A demountable modular parking lot as claimed in claim 1, wherein a third secondary edge beam (14L) Is provided in all those modular structural units (10L) which form two of the parallel sides of the parking

50

lot, the most outer floor slab (16L) resting on this 55

later beam (14L) and on the adjacent secondary beam (14).

6

_ i~ __ nf n:-u~ C .. shap~d .. _crq_~l,!·S_e~1iqrL~-n~i,_,~_9,b""_et,_3n"-' ~~=~ tially surrounds one half of the perimeter ofthe lower part of a vertical support element (18).

16. A demountable modular parking lot as claimed In claim 1, wherein the last storey of the parking lot is covered by a conventional covering.

17. A demountable modular parking lot as claimed in claim 1, wherein if no covering is provided for the last storey of the parking lot, this latter presents rain water removal channels disposed between the individual floor slabs (16; 16A, 168, 16L) and discharging into relative downpipes (34).

18. A demountable modular parking lot as claimed in claims 2, 3, 5 and 15, wherein the downpipes (34) are located within the tubular vertical support elements (18), the first plate (28) and the second plate (20) of the junction element (30) presenting a central hole (37, 35) for passage of the downpipe (34 ).

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Category

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EP 1 736 616 A1

European Patent

Office EUROPEAN SEARCH REPORT

Appllcatl~;m Number

DOCUMENTS CONSIDERED TO BE RELEVANT Citation of dooument with Indication, where appropriate,

of relevant oasaaaes

EP 0 364 414 Al (CENT PROGETTAZIONI COORDINATE [IT]) 18 April 1990 (1990-04-18) * column 7, line 22 - column 10, line 4; figures 1·14 *

EP 1 165 909 B1 (FAST PARK SIST S R L [IT]) 2 January 2002 (2002-01-02)

EP 06 11 5042

Relevant CLASSIFICATION OF THE to claim APPLICATION (IPC)

1·3 ,6-1~ INV.

6,7, 9·12,17.

E04H6/10

~-'--~==--=--~-f=.c.==J=.===;=::::::;:~~~=---- ----=-=--====-=---=-"-" ==--===t-'rn-oc_:---"'-"=+'---"'"------ ---------~-----*column 7, line 48, paragraph 26 -column

A

A

10, line 1, paragraph 31; figures 1-5 *

EP 0 618 336 A (NEDCON MAGAZIJNINRICHTING BV [NL]) 5 October 1994 (1994-10-05) *column 5, line 6 -column 8, line 34; figures 1-5 * GB 2 229 203 A (CAR PARKING SERVICES LIMITED [GB]) 19 September 1990 (1990-09-19) *page 5, line 20- page 7, line 11; figures 1·3 •

1-4, 6-12,14

1,4,9

TECHNICAL FIE;L.OS SEARCHED (IPC)

E04H

The present search report has been drawn up for all claims 2 ~---~.~,,~~m7..,~,~~--------r-----D~•=•~~~,®W~,,~,.~,,~,~,.~.oo~roh~L-,-----L-~,,~~="~"~---------4 ~~---M_u_n_ic_h ________ -41 ______ 28 __ s_ep_t_e_mb_e_r_2_0_0_6_~1-s_te_f_a_ne_s_c_u_._R_ad_u ____ ~ ~

CATEGORY OF CITED OOOUMENTS T: thtory orprino4ll& underlying the inveotion E: earlier patent document, but publiahed on, or

X : partioularty relevMt lftal«<n alon~;~ after the filing date § V: partloularty relevant If oomblned with another 0: do11ument Oiled In tho applioation

document of the same 011logory L: dooumant cited for othet rvasons

~ ~ :: :~~-':~~~~~:~~~und &~-·~·~·mb·e·~oithe·~ame·p~~~i·t~;;;i·rv:·~or;op~~dinQ ........... . g~-P-;i-nm_~ __ di-rue_d_oo_u_m_'"-'----------------------d-oo_u_m_•'-'----------------------------~

14

~ z ~ 0

EP 1 736 616 A1

ANNEX TO THE EUROPEAN SEARCH REPORT . ON EUROPEAN PATENT APPLICATION NO. EP 06 11 5042

This annex lists lhe patent family membara relating to the patent dooumMis cited in the above·mentioned European search report. The members are as contained in the European Patent Office EDP file on The European Patent Office is in no way liable for these particulars whioh are merely given for the purpose of information.

28-09-2006

Patent dooument I Publioa.tion I Patent family I Publioation cited in search report dale member(s} date

EP 0364414 A1 18-04-1990 DE 68901702 Dl 09-07-1992 DE 68901702 T2 17-12-1992 ES 2033138 T3 01-03-1993 GR 3005299 T3 24-05-1993

ftWWM--M~-------~~·-----M•••MwMMMMWMM-MNMMW~MMM·M·M-MM ____ M _______ MMMM-M

~·~··· EP ··1165909~.-~ n-c=:.r:l2-l¥7-2003 .~r ·· · ?11Wi T 1 .:_r..:.:::2flf.!'> AU 4142100 A 16-10-2000 BG 64132 81 30-01-2004 BG 105912 A 30-04-2002 cz 20013443 A3 17-04-2002 DE 60003649 01 07-08-2003 DE 60003649 T2 03-06-2004 EP 1165909 Al 02-01-2002 ES 2202109 T3 CH-04-2004 HU 0200464 A2 29-07-2002 WO 0058583 Al 05-10-2000 IT RM990192 A1 26-09-2080 PL 351307 A1 07-04-2003 PT 1165909 T 28-11-2003 TR 200102746 T2 21-03-2002

NW~~--------~-------~~---~----~----~MWWMMW·M~WNWM-WWM-~NWWM•-----~----~ EP 0618336 A 05-10-1994 NONE ~---------~w•••••~-------•••-••••••••••••••••••••~••••••-••••••-•••••-•

GB 2229203 A 19-09-1990 NONE ~••-••••••-------~w•••••~•-•••••••-•••••••••-••••••••••••••-•••••••••-•

!l:i For more details about thie annex: see Official Journal ofthe European Patent Offioe, No. 12/82

15

EP 1 736 616 A1

REFERENCES CITED IN THE DESCRIPTION

This list of references cited by the applicant is for the reader's convenience only. ft does not form part of the E:uropean patent document. E:ven though great care has been taken in compiling the references, errors or omissions cannot be excluded and the E:PO disclaims a// liability in this regard.

Patent documents cited in the description

EP 0364414 81 [0003] [0007] [0008) [0009] [0009] [0011] [0017]

EP 1165909 81 [0008] [0009]

16