EP2620564B1 - Starre Hülle für technisches Material - Google Patents

Starre Hülle für technisches Material Download PDF

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Publication number
EP2620564B1
EP2620564B1 EP20130305077 EP13305077A EP2620564B1 EP 2620564 B1 EP2620564 B1 EP 2620564B1 EP 20130305077 EP20130305077 EP 20130305077 EP 13305077 A EP13305077 A EP 13305077A EP 2620564 B1 EP2620564 B1 EP 2620564B1
Authority
EP
European Patent Office
Prior art keywords
shelter
shelter according
mould
walls
formwork
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP20130305077
Other languages
English (en)
French (fr)
Other versions
EP2620564A1 (de
Inventor
Francis Alcazar
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
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Publication date
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Publication of EP2620564A1 publication Critical patent/EP2620564A1/de
Application granted granted Critical
Publication of EP2620564B1 publication Critical patent/EP2620564B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205—Small buildings erected in the open air
    • E04H1/1238—Shelters for engines, e.g. electrical meter housings

Definitions

  • the present invention relates to a rigid shelter for technical equipment and, in particular, a technical view or a technical cabinet.
  • the document US 5,960,592 A describes such a shelter.
  • shelters In the field of Civil Engineering, some technical equipment, such as water meters, gas or electricity, must be installed outside buildings to be easily accessible. However, it is necessary to protect them even from the environment. They are therefore placed in shelters. These shelters can be looks, that is to say that they are buried shelters remaining accessible by a removable plate on the top of the gaze. These shelters can also be cabinets, that is to say that they are shelters in the open air, usually placed on the ground.
  • These shelters can be made of various materials and are more particularly interested in those with cement in their materials.
  • cementitious materials have certain advantages, including, among others, in terms of cost or compressive strength.
  • the elements obtained are, however, generally relatively heavy compared to those made in other lighter materials such as plastics. They are also relatively brittle.
  • the realization of a cement-based element requires a certain setting time and the use of a formwork to give the desired shape to the element. It has been proposed to improve certain mechanical properties of cementitious elements by incorporating glass fibers and then using a composite glass mortar.
  • Plastics also have advantages including, among others, in terms of weight or relative impact resistance.
  • the present invention provides a combined use of a cementitious and a plastic composition that provides the combined benefits of each of these materials. It is thus possible to reduce the amount of cement composition in the shelter made for equivalent mechanical characteristics, especially as regards the crush resistance.
  • the use of the plastic material allows the realization of a lost formwork which is integrated into the shelter made. Thanks to the composite structure / sandwich of the walls of the gaze and the particular shape of the upper part of the gaze receiving a metal closing plate, the gaze is able to withstand the significant compression forces applied to the metal plate closure. In particular, the look obtained is able to withstand the compression forces defined in the current standards concerning this type of look.
  • the invention relates to a rigid shelter for technical equipment comprising peripheral partitions defining an interior space.
  • the shelter consists of a lost formwork internally comprising a cement composition that has been poured into said formwork, the formwork being a rotomolded hollow monobloc hull, made of plastic, the formwork comprising two main walls, a wall interior delimiting the walls of the shelter towards the interior space of the shelter and an outer wall delimiting the partitions of the shelter to the outside of the shelter.
  • the look 1 of the Figure 1 is a shelter for technical equipment, including water supply meter, intended to be buried.
  • the look 1 consists of peripheral partitions delimiting an interior space in which the technical equipment can be installed.
  • the partitions four in number, 2, 3, 4 and 5, form a peripheral belt of the shelter which is open on the top 13 and the bottom 14.
  • the general shape of the gaze is a truncated pyramid with rectangular base and the partitions opposed two by two with two partitions of length 2 and 4 opposite and two partitions of width 3 and 5 opposite.
  • the top opening 13 of the manhole is intended to be closed by a removable closure plate (not shown), typically a plate of cast iron or other metallic material.
  • a shoulder 6 is formed on the inside and upwards of the partitions.
  • a means for locking the plate on the manhole is provided in an advanced embodiment.
  • the bulkheads are a plastic sandwich - cement-plastic composition because the shelters of the invention consist of a lost formwork in which a cement composition has been poured.
  • the plastic formwork is thus on the surface of the shelter as well to the outside as the inside of the shelter.
  • the lost form is rotomoulded and forms a hollow shell in which the cast cement composition is retained and can cure.
  • Each partition is formed of an outer wall 11 and an inner wall 12 of the plastic formwork.
  • the walls 11, 12 of view 1 are continuous and form two continuous belts.
  • the cement composition which is between the two walls 11, 12 thus also forms a continuous belt.
  • the two walls, said recollections, are made to join together. , in certain areas of the formwork.
  • the outer wall 11 joins and is contiguous to the inner wall 12 in certain areas from where the presence of collages 7 in the form of closed bottom orifices on the outer surface of the shelter.
  • These collages 7 here have a circular shape and the orifices have a cylindrical shape substantially straight and regular in this embodiment.
  • the outer wall of the formwork although generally flat has orifices while the inner wall remains substantially flat to the shoulder 6 near.
  • the Figure 4 seen from below, makes it possible to better see the openings 9 for filling the formwork which are openings giving access to the inside of the rotomoulded shell of the formwork.
  • the formwork made by rotational molding is reversed so that the gills 9 are upwards and that the cement composition, typically a composite mortar cement with glass fibers, flows throughout the hull of the formwork.
  • the filling of the hull can be very fast and automated.
  • the formwork is left at rest for taking the cement composition. During filling or just after it, one can vibrate the formwork to facilitate the distribution of the cement composition inside the formwork.
  • the plastic formwork is made by rotomolding, which allows to obtain a hollow monobloc shell.
  • a mold of the appropriate shape and having in its inner space pins for forming the gluing areas is filled with a predetermined amount of plastic material.
  • the mold is heated and is rotated about an axis of rotation whose orientation varies over time.
  • the plastic material in the mold becomes fluid and eventually covers all the walls of the mold.
  • the mold is then cooled and the form is removed from the mold. It is understood that the determined amount of plastic material is chosen to obtain a desired thickness of the walls of the formwork.
  • the filling openings may be opened originally, the mold being made non-wettable by the plastic in the corresponding area where the openings can be opened later.
  • the form is then filled by the filling louvers with a cement composition which is preferably a glass composite mortar, the glass being in the form of glass fibers.
  • a cement composition which is preferably a glass composite mortar, the glass being in the form of glass fibers.
  • the shelter can also be made of simple mortar or fiber-reinforced composite mortar with fibers other than glass or other fibers combined with glass fibers. These other fibers include fibers in materials such as synthetic plastic or metals or their alloys. It is thus possible to make shelters with properties, particularly mechanical, advantageous.
  • a shelter that is a look, it is installed in the ground and is closed by the top by a metal plate which is removable in order to access the interior space of the gaze.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (10)

  1. Starre Hülle für technisches Gerät, die einen inneren Raum begrenzende periphere Wandungen aufweist, wobei die Wandungen hohl sind und eine verlorene Form bilden,
    dadurch gekennzeichnet, dass die eine verlorene Form bildenden Wandungen eine in die Form gegossene Zementmischung umschliessen, wobei die Form eine einstückig, hohle, rotationsgeformte Hülle aus Plastik ist.
  2. Hülle gemäss Anspruch 1, dadurch gekennzeichnet, dass die Zementmischung aus einem Mörtel und einem Fasern enthaltenden Verbundmörtel ausgewählt ist.
  3. Hülle gemäss einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die hohlen Wandungen aus zwei die Form bildenden Wänden gebildet sind, einer inneren Wand und einer äusseren Wand, die durch eine Menge von über die Weite der Wände verteilte Anlagepunkte (7) miteinander verbunden sind, wobei jeder Anlagepunkt aus einer Zone besteht, in der die beiden Wände aneinander anliegen.
  4. Hülle gemäss Anspruch 3, dadurch gekennzeichnet, dass die Formen der Anlagezonen aus den Formen kreisrund, quadratisch, rechteckig, polygonal ausgewählt sind.
  5. Hülle gemäss einem der Ansprüche 3 oder 4, dadurch gekennzeichnet, dass die äussere Wand (11) in den Anlagepunkten (7) an der inneren Wand (12) anliegt, wobei die äussere Wand Löcher aufweist, die an deren Boden durch die Anlage verschlossen sind, und wobei die äussere Wand im Wesentlichen plan ist.
  6. Hülle gemäss einem der Ansprüche 3 oder 4, dadurch gekennzeichnet, dass die innere Wand in den Anlagepunkten an der äusseren Wand anliegt, wobei die innere Wand Löcher aufweist, die an deren Boden durch die Anlage verschlossen sind, und wobei die äussere Wand im Wesentlichen plan ist.
  7. Hülle gemäss einem der Ansprüche 5 oder 6, dadurch gekennzeichnet, dass die Querwand, die die äussere Wand in einer Anlagezone an der inneren Wand anliegen lässt, zu der Wand, die an der anderen anliegt, also zur äusseren bzw. zur inneren Wand, im Wesentlichen rechtwinklig verläuft.
  8. Hülle gemäss einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass sie ausserdem wenigstens einen unteren Rand der Form aufweist, der die Wandungen der Hülle nach unten begrenzt, und dass der untere Rand wenigstens eine Öffnung (9) mit Zugang zum Inneren der Form aufweist, durch die die Zementmischung gegossen worden ist.
  9. Hülle gemäss einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass sie einen Kasten bildet, der dazu bestimmt ist, vergraben zu werden, wobei der obere Teil des Kastens offen ist und einen Aufnahmerahmen für eine Metallabschlussplatte bildet, wobei der Aufnahmerahmen durch eine nach innen gerichtete Verbreiterung in Form einer Schulter (6) der Wandungen des Kastens gebildet ist.
  10. Hülle gemäss einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass sie einen Schrank bildet, der dazu bestimmt ist, im Freien aufgestellt zu werden.
EP20130305077 2012-01-24 2013-01-23 Starre Hülle für technisches Material Not-in-force EP2620564B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1250683A FR2986027B1 (fr) 2012-01-24 2012-01-24 Abri rigide pour materiel technique

Publications (2)

Publication Number Publication Date
EP2620564A1 EP2620564A1 (de) 2013-07-31
EP2620564B1 true EP2620564B1 (de) 2015-05-13

Family

ID=47605436

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20130305077 Not-in-force EP2620564B1 (de) 2012-01-24 2013-01-23 Starre Hülle für technisches Material

Country Status (3)

Country Link
EP (1) EP2620564B1 (de)
ES (1) ES2544849T3 (de)
FR (1) FR2986027B1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3029222A1 (fr) 2014-11-28 2016-06-03 Bonna Sabla Regard pour chambre telecom enterree
CN106467624A (zh) * 2015-08-23 2017-03-01 国网山东省电力公司临沂供电公司 带过压保护装置的电表箱及其钥匙

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH086532B2 (ja) * 1991-12-20 1996-01-24 ジョン・ディー・ブラッシュ・アンド・カンパニー・インク 耐火金庫とその製造方法及び鍵座
US5960592A (en) * 1998-05-11 1999-10-05 Lucent Technologies Inc. Protective enclosure for outdoor equipment
US6686003B2 (en) * 1998-11-13 2004-02-03 Fireking International, Inc. High performance fire-protection containers

Also Published As

Publication number Publication date
FR2986027B1 (fr) 2014-03-07
ES2544849T3 (es) 2015-09-04
EP2620564A1 (de) 2013-07-31
FR2986027A1 (fr) 2013-07-26

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