FR2560625A2 - ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS - Google Patents
ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS Download PDFInfo
- Publication number
- FR2560625A2 FR2560625A2 FR8403506A FR8403506A FR2560625A2 FR 2560625 A2 FR2560625 A2 FR 2560625A2 FR 8403506 A FR8403506 A FR 8403506A FR 8403506 A FR8403506 A FR 8403506A FR 2560625 A2 FR2560625 A2 FR 2560625A2
- Authority
- FR
- France
- Prior art keywords
- beams
- triangle
- house
- frame
- orientable
- 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.)
- Pending
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Classifications
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- 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
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
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- 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
- E04H9/02—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 withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
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- 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
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
- E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
La présente invention concerne une maison du type antisismique orienta- ble avec attaches rigides simplifiées pour noeuds de charpente et pieds support tubulaires. The present invention relates to a house of the adjustable anti-seismic type with simplified rigid fasteners for structural nodes and tubular support legs.
La présente addition n" 2, à la demande de brevet d'invention n" 83. The present addition No. 2, to the patent application No. 83.
03800 déposée le 4-3-83, améliore la fixation des pieds supports de cette charpente et simplifie la fixation des poutres périphériques sur les pieds support-tubulaires.03800 filed on 4-3-83, improves the fixing of the support legs of this frame and simplifies the fixing of the peripheral beams on the support-tubular legs.
L'addition nO 1 à cette demande de brevet présentait une fixation par cables ou cordages en spirale à travers la fibre neutre de ces poutres, ce qui pouvait manquer de rigidité pour des charpentes importantes soumises à de fortes charges. On n'y parlait pas de la construction de la plateforme orientable liée aux pieds support-tubulaires. Addition No. 1 to this patent application presented a fixing by cables or spiral ropes through the neutral fiber of these beams, which could lack rigidity for large frames subjected to heavy loads. There was no mention of the construction of the steerable platform linked to the tubular support legs.
Le dispositif selon l'invention permet de remédier à ces inconvénients. The device according to the invention overcomes these drawbacks.
I1 comporte en effet trois tubes verticaux supportant trois poutres horizontales assemblées en triangle équilatéral au coeur de ces tubes. Trois poutres arc-boutant s'élèvent des angles de ce triangle vers son centre pour supporter trois poutres faitières horizontales assemblées en Y par fers plats pliés et fers en U perforés aux extrémités. Les poutres périphéri- ques sont alors assembles par fers plats pliés entre les tubes supports et les extrémités des faîtières en Li . Les assemblages et la clef de volte sont realisés au moyen de boulons avec écrous et rondelles. Ceci constitue la réalisation préférentielle. I1 in fact comprises three vertical tubes supporting three horizontal beams assembled in an equilateral triangle at the heart of these tubes. Three buttress beams rise from the angles of this triangle towards its center to support three horizontal ridge beams assembled in Y by folded flat bars and U-shaped bars perforated at the ends. The peripheral beams are then assembled by flat bars bent between the support tubes and the ends of the Li ridge. The assemblies and the volte key are made by means of bolts with nuts and washers. This constitutes the preferential realization.
Selon une variante, les tubes verticaux peuvent être remplacés par des fers plats pliés avec semelle soudée pour fixation sur la contre-semelle des tubes supports pouvant recevoir un joint de cardan. According to a variant, the vertical tubes can be replaced by folded flat bars with welded soleplate for fixing on the counter-sole support tubes which can receive a universal joint.
La figure I représente ia vue en plan (dilatée) de cette armature de maison. Figure I shows the plan view (dilated) of this house frame.
La figure 2 et 3 représente la vue et en élévation et la vue latérale de cette armature. Figure 2 and 3 shows the view and in elevation and the side view of this frame.
La figure 4 représente la vue en plan et la vue suivant flèche de la fixation des poutres sur les tubes-supports verticaux. Figure 4 shows the plan view and the arrow view of the fixing of the beams on the vertical support tubes.
La figure 5 représente la vue en plan et la vue suivant flèche des mêmes poutres que ci-dessus assemblées par fer plat et semelle sur tube support vertical. Figure 5 shows the plan view and the arrow view of the same beams as above assembled by flat iron and sole on vertical support tube.
La figure 6 représente la vue en plan et la vue suivant flèche des ex trémités de faitieres. Figure 6 shows the plan view and the arrow view of the ridge ends.
La figure 7 représente la vue en plan et la vue suivant fleche de la clé de voûte. Figure 7 shows the plan view and the view following arrow of the keystone.
te dispositif représenté sur la figure I comporte trois poutres t ou tubes 2 assemblés en triangle équilatériel horizontal posé sur trois tu bes verticaux 3. Ces tubes ont été sciés et ouverts pour recevoir les poutres 1 sur les cités et les trois poutres 4 formant arc-boutant dans l'axe des angles de ce triangle de base. La partie haute de ces poutres 4 vient buter contre les trois fers plats 5 d'assemblage en (autour de la clé de volte) 6)de trois poutres faitières horizontales 7 ; celles-ci ont à leur extrémité des fers plats en U perforés 8.Les poutres périphériques 9 re çoivent à leurs extrémités des plats pliés 10 ou Il permettant la fixation sur les pieds supports tubulaires 3 et sur les fers plats 8 aux extrémités des faitages 7. Des poutres intermédiaires 12 montées parallèles aux faitages sont fixées entre les poutres arc-boutant 4 et les poutres périphériques 9. Les pieds support s tubulaires peuvent recevoir des Joints de cardan 73 ; ils peuvent aussi entre remplacés par les fers plats à semelle de Fixation sondée 14 pour passage dtune élingue 15 ou dtun boulon avec ecrol et rendelles taillées dans une cornière pour rattraper le paralle- liste de serrage.Lorsque le triangle de base est réalisé au moyen de tubes 2- avec plats soudés en bout, on peut faire passer dans ces tubes 2 e et sur la face extérieure des plots 14 un câble élingue t6 pour équilibrer la poussée des arc-boutants 4. L'ensemble des assemblages fers plats sur poutres est r6alisé au moyen de boulons avec écrous et rondelles ainsi que la clé de voûte 6. Tout l'ensemble repose sur une plateforme circulaire orientable 17. The device shown in Figure I has three t-beams or tubes 2 assembled in a horizontal equilateral triangle placed on three vertical beams. These tubes have been sawn and opened to receive the beams 1 on the cities and the three beams 4 forming an arc flying in the axis of the angles of this basic triangle. The upper part of these beams 4 abuts against the three flat irons 5 of assembly in (around the volte key) 6) of three horizontal ridge beams 7; these have perforated U-shaped flat irons at their ends 8.The peripheral beams 9 receive folded plates 10 or 11 at their ends allowing attachment to the tubular support legs 3 and to the flat irons 8 at the ends of the ridge 7 Intermediate beams 12 mounted parallel to the ridge are fixed between the buttress beams 4 and the peripheral beams 9. The tubular support legs can receive Cardan joints 73; they can also be replaced by flat bars with probed fixing base 14 for passage of a sling 15 or a bolt with ecrol and rendelles cut in an angle to catch up with the clamping list. When the basic triangle is achieved by means of tubes 2- with flat ends welded, we can pass through these tubes 2 e and on the outside of the studs 14 a sling cable t6 to balance the thrust of the flying buttresses 4. All of the flat iron assemblies on beams are made using bolts with nuts and washers as well as the keystone 6. The whole assembly rests on a circular, orientable platform 17.
Le dispositif selon l'invention est particulièrement destiné à la construction de maison antisismique sur pieds escamotables et sur plateforme orientable vu sa légèreté si on le désire on peut aussi réaliser des édifices à cellules hexagonales multiples ; le montage de la charpente pouvant se faire au sol, ce qui accélère sa construction, diminue son prix de revient. Celle-ci pratiquement achevée est alors fixée sur ses pieds. The device according to the invention is particularly intended for the construction of an earthquake-resistant house on retractable feet and on an adjustable platform, given its lightness if desired, it is also possible to make buildings with multiple hexagonal cells; the assembly of the frame can be done on the ground, which accelerates its construction, decreases its cost price. This one, practically completed, is then fixed on its feet.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8403506A FR2560625A2 (en) | 1983-03-04 | 1984-03-05 | ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8303800A FR2542032A1 (en) | 1983-03-04 | 1983-03-04 | ORIENTABLE ANTISISMIC HOUSE |
FR8403506A FR2560625A2 (en) | 1983-03-04 | 1984-03-05 | ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS |
Publications (1)
Publication Number | Publication Date |
---|---|
FR2560625A2 true FR2560625A2 (en) | 1985-09-06 |
Family
ID=26223320
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FR8403506A Pending FR2560625A2 (en) | 1983-03-04 | 1984-03-05 | ORIENTABLE ANTISISMIC HOUSE WITH SIMPLIFIED RIGID FASTENERS FOR FRAME KNOTS AND TUBULAR SUPPORT LEGS |
Country Status (1)
Country | Link |
---|---|
FR (1) | FR2560625A2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2678667A1 (en) * | 1991-07-01 | 1993-01-08 | Pieplus Jacques | ANTISISMIC AND ANTICYCLONIC HOUSE. |
CN108797794A (en) * | 2018-07-18 | 2018-11-13 | 辽宁工程技术大学 | A kind of assembled steel frame independence shock-resistant node |
-
1984
- 1984-03-05 FR FR8403506A patent/FR2560625A2/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2678667A1 (en) * | 1991-07-01 | 1993-01-08 | Pieplus Jacques | ANTISISMIC AND ANTICYCLONIC HOUSE. |
WO1993001381A1 (en) * | 1991-07-01 | 1993-01-21 | Carlino, Carmine | Earthquake and hurricane-proof dwelling |
CN108797794A (en) * | 2018-07-18 | 2018-11-13 | 辽宁工程技术大学 | A kind of assembled steel frame independence shock-resistant node |
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