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

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MORCIANO DI
ROMAGNA, ИТАЛИЯ

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НОВИ САД, СЪРБИЯ

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PESARO, ИТАЛИЯ

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СКОПИЕ, МАКЕДОНИЯ

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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 PARK
СГЛОБЯЕМ ПАРКИНГ
Via G. Di Vittorio, 18 • 42100 Reggio Emilia (Italy)
Tel. +39 0522 517225 • Fax +39 0522 513075
www.mussiniparide.com • e-mail: info@mussiniparide.com
СЕА БЪЛГАРИЯ
Официален дистрибутор
София, бул. Европа 176
тел/факс 02/9252065, 02/9252140
e-mail: office@seabg.com
web: www.seabg.com
I NOSTRI PROGETTI PUNTANO IN ALTO
решението за повече парко
места

A simple modular system
to 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 steel
modules, which can be
put 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 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: info@carpenteriemussini.it - www.carpenteriemussini.it
1

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.
2

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.
3

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.
4

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.
5

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).
6

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.
7

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

8

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
sales@assist.bg
Модулни
паркинги
Mussini
Благой Петков

входни решения | www.assist.bg | sales@assist.bg
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
Модулни паркинги Mussini
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.

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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.

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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.

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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.

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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.

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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.

факс: +359 2 825 21 40, моб. тел.: +359 893 66 88 74
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
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

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 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 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.
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 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:
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).


If  transit lane is 6mt:

Quotation .....…............................2330 sqm  x 2 x 260 Euro/sqm = 1.211.600 Euro

If  transit lane is 6,5 mt:

Quotation ..................….......2450 sqm  x 2 x 260 Euro/sqm = 1.274.000 Euro



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

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)

supervisor  during installation


Quotation .....………………………….......1875 sqm  x 2 x 170 Euro/sqm = 637.500 Euro




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).



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
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Office europeen des brevets
1111111111 1111I11Ill11Ill 11111 11Ill11Ill 11111 11Ill 11111 11Ill Ill11 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
(74) 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 re-
mountable modulartype for motor vehicles, is composed
ofat 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, 1OL) comprises: a square or rectangular deck in-
cluding 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 ele-
ments (30), also of steel, on which the deck rests at its
four corners; four steel vertical support elements (18) at
the top of which ajunction element (30) is provided; and
four steel bases (36), each base (36) comprising a base-
plate (36) from which a tubular collar (40) extends coax-
laity upwards to receive fairly loosely the lower end ofthe
relative vertical support element (16). The deck compris-
es only two steel edge beams (12) parallel to each other.
Each vertical support element (16) is formed in one piece
offixed length, the lowerend ofwhich is directly insertable
looselyintothetubularcollar(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 ofstructures 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 ofthese structures are offixed type, either
ofsteel or ofreinforced concrete, however more recently
some have been of demountable and remountable con-
struction.
[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 ofvertical support elements subjected only to ax-
ialload is not in the end substantial, especially consid-
ering that the work required to form a vertical support
s element ofthe aforedescribed type is decidedly demand-
ing and costly.
(0007] The junction element of the modular structural
unit represented in the figures of EP 0 364 414 81 com-
prises: a first tubular part insertable coaxially a certain
10 distance into the free upper end ofthe 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 demount-
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 watercollection and disposal channels and is formed
ments below each ofthejunction 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 aforegoing 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 supportelements and the bases) are more similar
than the inner diameter ofsaid 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 ofthe 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 lotwhich 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.
ofeach 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 modularstructural 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
ofamodularstructural unitIntothree 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 asingle floor slab orseveral side by side floorslabs,
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 pro-
vided; 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 par-
allelto each other;
each vertical support element is formed in one piece
of fixed length, the lower end of which is directly in-
sertable 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 ac-
cording to the invention, given that the modular structural
15 units forming two parallel sides ofthe 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 elementformed 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 asignificant cost saving. Jt should however be noted quired 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 upperstorey, provided that the
be composed of several elements fixed rigidly together 3o verticalsupportelementsofeachstoreyaredimensioned
(it can for example be alattice 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 atotal 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 re-
spectively, 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 ofwhich compris-
es 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 atypical 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 9shows the base ofFigure 7towhich ameans indicated by 1ON) differfrom the unit 1ONL merely by the
for protection against impacts has been added: fact that In addition to the typical floorslabs 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 supportelement, 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
ofthe same parking lot, the section beingtakentrans· have been previously called first steel plates, welded to
versely to a secondary beam: the top ofthe vertical support elements 18 (In this specific
Figure 16 is avertical section showing afurtherdetail 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 ofa11
1AtAoll" 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 1and 2, the mod·
ular structural unit shown therein, indicated overall by 10,
comprises adeck consisting essentially ofafloor 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 asheet 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
modularstructural unit 1ONL and 1OL has adeckprovided
with two additional secondary steel beams 14, of Icross-
section. These latterare spaced apart by adistanceequal
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 ofFigures 1and 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 ofthe two secondary beams 14 of the
structural unit 10NL, while its otherend 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
ofthe 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), arelative 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 el-
ements to them, in particular the rods 44 of Figures 1·4.
The baseplate 38 presents four through holes 48 forfixing
to the ground by anchoring bolts. In the case ofa parking
lot with more than one upper storey, the holes 48 can be
4!; used to anchorthe base 36 ofone storeyto 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 ex-
cessive) ofsaid 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 ifthe floorslabs 161ieon both its sides, where-
as 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 hap-
pen 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 ofthe 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 sur-
round one halfof the perimeter ofthe 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 sim-
ilar to that of which aportion 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 ob-
tained between two floor slabs 16A and 16B in the posi-
tion in which otherwise there would be a secondary chan-
nel 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
lotformotorvehicles, composed ofat least one upper
storey in additionto 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 ele-
ments (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 bas-
es (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 thick-
ness the distance between the base 36 and the second
plate 20 can be varied (within determined limits). ltshould
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 ofthe junction elements 30. The columns
18 can have cross-sections other than square (for exam-
ple rectangular, polygonal or Hshape).
[0027] lt should also be noted that the last storey (if 40
there is only one upper storey, this will be the last) ofthe
parking lot of the present invention can be covered by
conventional covering (forexample 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 in-
vention.
[0028] Figures 14 and 15 shOw howthefloorslabs 16A so
and 168 are formed in this specific casewith 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 insert-
able 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 dis-
tance between the base (36) and the junction ele-
ment (30).
no overlying roof, the relative deck is provided with sec-
ondary 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

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