FR2610349A3 - Construction of complementary buried premises - Google Patents

Construction of complementary buried premises Download PDF

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Publication number
FR2610349A3
FR2610349A3 FR8701500A FR8701500A FR2610349A3 FR 2610349 A3 FR2610349 A3 FR 2610349A3 FR 8701500 A FR8701500 A FR 8701500A FR 8701500 A FR8701500 A FR 8701500A FR 2610349 A3 FR2610349 A3 FR 2610349A3
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FR
France
Prior art keywords
slab
decompression
insulation
pvc
construction
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.)
Granted
Application number
FR8701500A
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French (fr)
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FR2610349B3 (en
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.)
MONTHEARD YVES
PIGET DOMINIQUE
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MONTHEARD YVES
PIGET DOMINIQUE
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Publication date
Application filed by MONTHEARD YVES, PIGET DOMINIQUE filed Critical MONTHEARD YVES
Priority to FR8701500A priority Critical patent/FR2610349B3/en
Publication of FR2610349A3 publication Critical patent/FR2610349A3/en
Application granted granted Critical
Publication of FR2610349B3 publication Critical patent/FR2610349B3/en
Expired legal-status Critical Current

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Classifications

    • 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
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
    • E04H9/12—Independent shelters; Arrangement of independent splinter-proof walls entirely underneath the level of the ground, e.g. air-raid galleries
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • 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
    • E04B1/0007—Base structures; Cellars
    • E04B1/0015—Cellars constructed from prefabricated units

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Building Environments (AREA)

Abstract

The invention relates to the construction of a complementary volume of a dwelling, which has multiple uses, below the natural level of the ground with built-in sealing and insulation means and decompression pillars. The premises comprises a sealed shell made of synthetic sheet coated with PVC 1 with a polystyrene insulation 7 inserted between the shell 1 and the masonry volume 4, 5, 6. Decompression pillars 9 are installed outside the shell 1 collecting the seepage and run-off water at the upper part through garden holding tanks 10.

Description

La prFsente invention consiste à exécuteur un volume d'utilisation annexe d'une hebitation en dessous du niveau naturel du terrain avec étanchéité et isolation incorporées annexé de piliers de décompression. The present invention consists in executing a volume of use annexed to a hebitation below the natural level of the ground with incorporated sealing and insulation annexed to decompression pillars.

Les constructions connues de ce genre,de modèle bien déterminé,sont dépourvus dtisolation,exiguës,et n'offrent qu'une seule utilisation particulière en tant que cave. L'absence de pilier de décompression n'offre pas une stabilité de la construction. Known constructions of this kind, of well defined model, are devoid of insulation, cramped, and offer only one particular use as a cellar. The absence of a decompression pillar does not provide structural stability.

Ce type de volume enterré évite ces inconvénients. La présence de piliers ce décompression neutralise la poussée sur l'édifice des eaux d'infiltration qui pénêtrent par la partie inférieure des tubes. Le niveau d'eau monte ou descend selon les saisons et la nature du terrain rencontré. Avec isolation incorporée plusieurs utilisations sont possibles suivant les formes à la demande et le lieu de construction à l'intérieur d'un garage ou à l'extérieur d'un pavillon. This type of buried volume avoids these drawbacks. The presence of pillars this decompression neutralizes the thrust on the building of seepage water which penetrates through the lower part of the tubes. The water level rises or falls according to the seasons and the nature of the terrain encountered. With incorporated insulation, several uses are possible depending on the shapes on request and the place of construction inside a garage or outside a pavilion.

Le dessin annexé est une vue en coupe de ltédifice tel qu'il est préconisé. The accompanying drawing is a sectional view of the building as recommended.

Après l'excavation le volume est protégé Par une enveloppe constituée d'une toile synthétique enduite de PVC d'é- paisseur 50/100 (I) posée sur un lit de cailloux (2) interca lée avec un feutre (3). Sur une dalle (4) de I6 cm d'épaisseur armée par des semelles S 40 en périphérie et d'un treillis soudé, sont montés les murs en parpaing de 20 cm (5). Des pi liers en béton armés disposés aux quatres angles ainsi qu'au milieu des parois ancrent l'ensemble entre la semelle inférieure et le chainage supérieur. Une dalle (6) en poutrelles et hourdis de I6+4 vient recouvrir 'ensemble.L'isolation est as surée par un polystyrène (7) intercalé entre l'enveloppe (I) et le volume de maçonnerie (4)(5)(6) faisant par la meme occasion office de protection de l'env'oppe (I). L'acces au local est ass-iré par une trappe avec un escalier droit en aluminium ou en colimaçon selon les dispositions. Le local est ventilé par une bouche (8) de 80 mm en position haute.  After the excavation, the volume is protected by an envelope made of a synthetic fabric coated with PVC of thickness 50/100 (I) placed on a bed of pebbles (2) interposed with a felt (3). On a slab (4) of 16 cm thick reinforced by S 40 soles on the periphery and a welded mesh, the concrete blocks of 20 cm (5) are mounted. Reinforced concrete planks arranged at the four corners as well as in the middle of the walls anchor the assembly between the lower sole and the upper chaining. A slab (6) in beams and slabs of I6 + 4 covers the whole. The insulation is ensured by a polystyrene (7) interposed between the envelope (I) and the masonry volume (4) (5) ( 6) at the same time acting as a protection of the environment (I). Access to the room is ass-ired by a hatch with a straight aluminum or spiral staircase according to the provisions. The room is ventilated by a mouth (8) of 80 mm in the high position.

Des piliers de décompression (9) sont annexÉs à l'extérieur de l'enveloppe (I) et seront en tube de PVC de Ì50mm au nombre de 2 ou 4 selon les cas. Le rejet (I2) des eaux d'infiltrations peut être assuré en trop plein soit
- dans un réseau d'eaux pluviales existant avec clapet anti-retour.Decompression pillars (9) are annexed to the outside of the envelope (I) and will be made of PVC tube Ì50mm 2 or 4 depending on the case. The discharge (I2) of seepage water can be ensured by overflow either
- in an existing rainwater network with non-return valve.

- dans un réseau d'eaux usées existant avec clapet anti-retour. - in an existing wastewater network with non-return valve.

- dans un réseau de drainage existant. - in an existing drainage network.

Au sommet des piliers (9) et encastrés dans la dalle (6) de finition des tampons de jardin (I0) permettent de recueillir des eaux d'écoulement par la partie supérieure. Un remplissage au sable (II) vient combler les espaces libres extérieurs.At the top of the pillars (9) and embedded in the slab (6) for finishing the garden buffers (I0) make it possible to collect runoff from the upper part. A sand filling (II) fills the outside free spaces.

Ce local peut être installé dans un garage ou è l'ex- térieur d'un pavillon et selon les goûts et le Exigences des clients potentiels avec l'utilité:
- d'unc cave
- d'un cellier
- d'une fosse mécanique pour bricoleur automobile
- d'un labo-photo
- d'une salle de jeux
- d'une salle de détente et mdme peut combiner plusieurs utilisations parallèles selon l'aménagement. This room can be installed in a garage or outside a pavilion and according to the tastes and requirements of potential customers with utility:
- a cellar
- a cellar
- a mechanical pit for a DIY handyman
- a photo lab
- a games room
- a relaxation room and even can combine several parallel uses depending on the layout.

Claims (4)

REVENDICATIONS I. Local complémentaire enterré constitué de murs en parpaing (5),dalle inférieure en béton (4) et supérieure en hourdis (6) caractérisé en ce qu'il comprend une enveloppe extérieure en toile synthétique enduite de PVC (I),une isolation en polystyrène(7) et des tubes de décompression (9). I. Additional buried room consisting of concrete block walls (5), lower concrete slab (4) and upper slab (6) characterized in that it includes an outer covering of synthetic canvas coated with PVC (I), insulation made of polystyrene (7) and decompression tubes (9). 2. Local selon la revendication I caractérisé en ce que l'isolation en polystyrène (7) est placée entre l'enveloppe (I) et l'ensemble de la construction en maçonnerie composé de le dalle inférieure (4) et des murs de parpaing (5) pour protéger le volume des écarts de température. 2. Room according to claim I characterized in that the polystyrene insulation (7) is placed between the envelope (I) and the whole of the masonry construction composed of the lower slab (4) and concrete block walls (5) to protect the volume from temperature variations. 3. Local selon la revendication I caractérisé en ce que les tubes de décompression (9) sont en PVC de 150mu au nombre de 2 ou 4 selon les cas,situés à l'extérieur de l'enve- loppe (I) afin de neutraliser la poussée des eaux d'infiltration sur l'édifice. 3. Room according to claim I, characterized in that the decompression tubes (9) are made of PVC of 150mu, 2 or 4 as the case may be, located outside the envelope (I) in order to neutralize the push of seepage water on the building. 4. Local selon 1a revendication 3 caractérisé en ce que les tubes de décompression comportent en partie supérieure, au niveau de la dalle (6),des tampons (10) afin de recueillir les eaux d'écoulement éventuelles.  4. Room according to claim 3, characterized in that the decompression tubes comprise, at the top, at the level of the slab (6), buffers (10) in order to collect any runoff water.
FR8701500A 1987-02-03 1987-02-03 CONSTRUCTION OF ADDITIONAL UNDERGROUND PREMISES Expired FR2610349B3 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8701500A FR2610349B3 (en) 1987-02-03 1987-02-03 CONSTRUCTION OF ADDITIONAL UNDERGROUND PREMISES

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8701500A FR2610349B3 (en) 1987-02-03 1987-02-03 CONSTRUCTION OF ADDITIONAL UNDERGROUND PREMISES

Publications (2)

Publication Number Publication Date
FR2610349A3 true FR2610349A3 (en) 1988-08-05
FR2610349B3 FR2610349B3 (en) 1989-02-10

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FR8701500A Expired FR2610349B3 (en) 1987-02-03 1987-02-03 CONSTRUCTION OF ADDITIONAL UNDERGROUND PREMISES

Country Status (1)

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FR (1) FR2610349B3 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2641559A1 (en) * 1989-01-06 1990-07-13 Lecomte Michel Method and installation for decompressing the hydrostatic pressure exerted on the sealing cladding of a concrete volume buried in the ground
EP0458703A1 (en) * 1990-05-23 1991-11-27 Misawa Homes Co. Ltd Prefabricated concrete basement and process for constructing the same
FR2671117A1 (en) * 1990-12-28 1992-07-03 Ydais Pierre Storage device of the buryage type, particularly for use as a wine cellar
US5701706A (en) * 1995-02-23 1997-12-30 Kreysler; William Underground service bay for vehicles and process for constructing same
FR2866910A1 (en) * 2004-02-27 2005-09-02 Philippe Riche Buried room constructing structure for use in excavation, has panels with lower edge housed in girders of lower frame, and upper edge crested by girders of upper frame, where upper frame and lateral walls delimit room covered by slab
FR3019843A1 (en) * 2014-04-15 2015-10-16 Antoine Jean Philippe Lagarde BUILDING COMPOSED OF CONCRETE FRAMES OF EARTH

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2641559A1 (en) * 1989-01-06 1990-07-13 Lecomte Michel Method and installation for decompressing the hydrostatic pressure exerted on the sealing cladding of a concrete volume buried in the ground
EP0458703A1 (en) * 1990-05-23 1991-11-27 Misawa Homes Co. Ltd Prefabricated concrete basement and process for constructing the same
US5199233A (en) * 1990-05-23 1993-04-06 Misawa Homes Co. Ltd. Prefabricated concrete basement and process for constructing the same
FR2671117A1 (en) * 1990-12-28 1992-07-03 Ydais Pierre Storage device of the buryage type, particularly for use as a wine cellar
US5701706A (en) * 1995-02-23 1997-12-30 Kreysler; William Underground service bay for vehicles and process for constructing same
FR2866910A1 (en) * 2004-02-27 2005-09-02 Philippe Riche Buried room constructing structure for use in excavation, has panels with lower edge housed in girders of lower frame, and upper edge crested by girders of upper frame, where upper frame and lateral walls delimit room covered by slab
FR3019843A1 (en) * 2014-04-15 2015-10-16 Antoine Jean Philippe Lagarde BUILDING COMPOSED OF CONCRETE FRAMES OF EARTH

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Publication number Publication date
FR2610349B3 (en) 1989-02-10

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