EP0060233A1 - Foundation - Google Patents
Foundation Download PDFInfo
- Publication number
- EP0060233A1 EP0060233A1 EP82850038A EP82850038A EP0060233A1 EP 0060233 A1 EP0060233 A1 EP 0060233A1 EP 82850038 A EP82850038 A EP 82850038A EP 82850038 A EP82850038 A EP 82850038A EP 0060233 A1 EP0060233 A1 EP 0060233A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- beams
- building foundation
- foundation
- metal
- frame
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- 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
Definitions
- the present invention relates to a building foundation which is especially suitable for use in earthquake-threatened areas, within regions where there is a risk of settling and the like.
- Characteristic of the invention is that it consists of a shape-permanent rigid frame of metal or other hard metal-like material intended to rest directly on the ground, suitably on a sand bed.
- This foundation is superior to previously known foundations because in case of for instance an earthquake it is not subjected to any breakage as is the case for instance in concrete foundations. Add to this that the foundation according to the invention is easily transported and mounted. On the building site few preparations are needed since the foundation is to rest directly on the ground, suitably on a sand bed.
- the foundation consists of a shape-permanent rigid frame 1 of metal, such as aluminium or iron.
- the frame 1 may also consist of a plastic material equalling metal in hardness and other properties.
- the shape-permanent rigid frame 1 is composed of a number of straight metal beams 2 which by angle-shaped coupling means are interconnected at the corners 4 and other coinciding points 5.
- the number or longitudinal and transverse beams 2 included in the frame 1 is determined on the basis of the size of the foundation and the desired strength characteristics of the frame 1.
- the preferred beam 2 illustrated in Fig. 1 is of generally I-shaped cross-section, the top part 6 and the bottom part 7 consisting of moulded aluminium profiles which are interconnected by the web 8 of the beam 2.
- the web 8 consists, more exactly, of inclined struts arranged between the top part 6 ⁇ and the bottom part 7 and constituting, together with the top part 6 and the bottom part 7, a framework.
- the web 8 may consist of a sheet of some other suitable material which must not necessarily be metal.
- the top part 6 of the beam 2 has in cross-section the general form of an upwardly open U into which a wooden beam 9 or the like is to be placed to permit nailing of a floor structure to the foundation.
- the upwardly open U is provided at its free branch ends with inwardly directed projections 10 for fixing the wooden beams 9 to the U.
- This fixation is further facilitated in that the projections 10 are provided with sharp edges 11 adapted to penetrate down into the wooden beams 9.
- the projections 10 are inclined upwardly to permit the wooden beams 9 to be inserted into the U without hindrance of the edges 11. After insertion of the beams the projections 10 are bent down so that the edges 11 will penetrate into the wood.
- the bottom part 7 of the beam 2 which is I-shaped in cross-section, forms a cross-piece having the end portions 12 bent down so that the bottom part is arched. Due to this configuration the beam 2 is well apt to rest on a sand bed.
- the beam 2 has, at least on one side and preferably on both sides of the top part 6 and the bottom part 7, fastening means 13 and 14 for a side plate 15 of sheet metal or the like covering the beam side.
- the plate 15 has at its upper edge a bend 16 intended to catch in the fastening means 13.
- the lower edge of the plate 15 is intended to rest against the means 14 and the application against said means may be secured by means of screws.
- the application can also be secured by laying sand or the like up against the lower edge of the plate 15.
- the top part 6 of the I-beam 2 is provided with a T-shaped groove 17 for insertion and fixation of fastening means 18 for the floor structure.
- the fastening means 18 is provided with a base plate 19 so shaped that it can be inserted from above into the groove 17 and can be fixed in the groove 17 by turning relative thereto, as will appear from the drawing.
- the foundation according to the invention may vary within wide limits. Normally, however, it will be especially suitable for use in single-unit dwellings and like detached houses.
- the beam 2 according to Fig. 1 may in these cases suitably be given a length of about 6 m and a height of about 50 cm.
- the foundation according to Fig. 5 will have a length of about 12 m and a width of about 6 m, and the transverse beams 2 are uninterrupted.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A building foundation, which is especially suitable for use in earthquake-threatened areas, within regions where there is a risk of settling and the like, consists of a shape-permanent rigid frame (1) of metal or other hard metal-like material, said frame (1) being intended to rest directly against the ground, suitably on a sand bed.
Description
- The present invention relates to a building foundation which is especially suitable for use in earthquake-threatened areas, within regions where there is a risk of settling and the like. Characteristic of the invention is that it consists of a shape-permanent rigid frame of metal or other hard metal-like material intended to rest directly on the ground, suitably on a sand bed. This foundation is superior to previously known foundations because in case of for instance an earthquake it is not subjected to any breakage as is the case for instance in concrete foundations. Add to this that the foundation according to the invention is easily transported and mounted. On the building site few preparations are needed since the foundation is to rest directly on the ground, suitably on a sand bed.
- The invention will be described more fully below with reference to the accompanying drawing which shows a foundation, chosen by way of example, and some embodiments of beams included in the foundation. In the drawings: -
- Fig. 1 is a side view of one of the beams;
- Fig. 2 shows a cross-section of said beam together with a side plate on a larger scale:
- Fig. 3 shows part of another beam w'th fastening means in cross-section;
- Fig. 4 is a section on line IV-IV in Fig. 3; and
- Fig. 5 is a top view of the foundation chosen by way of example.
- The foundation consists of a shape-permanent rigid frame 1 of metal, such as aluminium or iron. The frame 1 may also consist of a plastic material equalling metal in hardness and other properties.
- The shape-permanent rigid frame 1 is composed of a number of
straight metal beams 2 which by angle-shaped coupling means are interconnected at the corners 4 and other coincidingpoints 5. The number or longitudinal andtransverse beams 2 included in the frame 1 is determined on the basis of the size of the foundation and the desired strength characteristics of the frame 1. - The
preferred beam 2 illustrated in Fig. 1 is of generally I-shaped cross-section, thetop part 6 and thebottom part 7 consisting of moulded aluminium profiles which are interconnected by theweb 8 of thebeam 2. Theweb 8 consists, more exactly, of inclined struts arranged between thetop part 6`and thebottom part 7 and constituting, together with thetop part 6 and thebottom part 7, a framework. According to another embodiment theweb 8 may consist of a sheet of some other suitable material which must not necessarily be metal. - As appears from Fig. 2 the
top part 6 of thebeam 2 has in cross-section the general form of an upwardly open U into which awooden beam 9 or the like is to be placed to permit nailing of a floor structure to the foundation. The upwardly open U is provided at its free branch ends with inwardly directedprojections 10 for fixing thewooden beams 9 to the U. This fixation is further facilitated in that theprojections 10 are provided withsharp edges 11 adapted to penetrate down into thewooden beams 9. Initially theprojections 10 are inclined upwardly to permit thewooden beams 9 to be inserted into the U without hindrance of theedges 11. After insertion of the beams theprojections 10 are bent down so that theedges 11 will penetrate into the wood. - As appears from Fig. 2 the
bottom part 7 of thebeam 2, which is I-shaped in cross-section, forms a cross-piece having theend portions 12 bent down so that the bottom part is arched. Due to this configuration thebeam 2 is well apt to rest on a sand bed. - The
beam 2 has, at least on one side and preferably on both sides of thetop part 6 and thebottom part 7, fastening means 13 and 14 for aside plate 15 of sheet metal or the like covering the beam side. Theplate 15 has at its upper edge abend 16 intended to catch in the fastening means 13. The lower edge of theplate 15 is intended to rest against themeans 14 and the application against said means may be secured by means of screws. The application can also be secured by laying sand or the like up against the lower edge of theplate 15. - In the embodiment shown in Figs. 3 and 4 the
top part 6 of the I-beam 2 is provided with a T-shaped groove 17 for insertion and fixation of fastening means 18 for the floor structure. The fastening means 18 is provided with abase plate 19 so shaped that it can be inserted from above into thegroove 17 and can be fixed in thegroove 17 by turning relative thereto, as will appear from the drawing. - As to size the foundation according to the invention may vary within wide limits. Normally, however, it will be especially suitable for use in single-unit dwellings and like detached houses. The
beam 2 according to Fig. 1 may in these cases suitably be given a length of about 6 m and a height of about 50 cm. In this embodiment the foundation according to Fig. 5 will have a length of about 12 m and a width of about 6 m, and thetransverse beams 2 are uninterrupted. - The invention is not limited to that described above and shown in the drawing but may be modified within the scope of the claims.
Claims (6)
1. Building foundation, which is especially suitable for use in earthquake-threatened areas, within regions where there is a risk of settling and the like, comprising a shape-permanent rigid frame (1) of metal or other hard metal-like material, said frame (I) being intended to rest directly on the ground, suitably on a sand bed.
2. Building foundation as claimed in claim 1, wherein the shape-permanent rigid frame (1) is composed of straight metal beams (2) which are interconnected by coupling means (3) in the corners (4) and any other coinciding points (5), the bottom parts (7) of said metal beams (2) being disposed over such a width that they together constitute a supporting surface for the frame (1) when this rests directly on the ground.
3. Building foundation as claimed in claim 2, wherein the beams (2) have a generally I-shaped cross-section, the bottom parts (7) of the beams (2) being formed as cross-pieces with downwardly bent end portions (12).
4. Building foundation as claimed in claim 3, wherein the top parts (6) of the beams (2) of I- shaped cross-section are formed with a T-shaped groove (17) for means (9 ; 18) which facilitate mounting of the floor structure in the foundation.
5. Building foundation as claimed in claim 4, wherein the T-shaped groove is formed of an upwardly open U which is provided at its free branch ends with inwardly directed projections (10) having sharp edges (11) for fixation of wooden beams (9) inserted in the U.
6. Building foundation as claimed in any of claims 3 - 5, wherein the beams (2) of generally I-shaped cross-section are provided, at least on one side of the top part (6) and the bottom part (7), with fastening means (13, 14) for a side plate (15) covering the beam side.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8101558A SE8101558L (en) | 1981-03-11 | 1981-03-11 | foundations |
SE8101558 | 1981-03-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0060233A1 true EP0060233A1 (en) | 1982-09-15 |
Family
ID=20343317
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP82850038A Withdrawn EP0060233A1 (en) | 1981-03-11 | 1982-02-26 | Foundation |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP0060233A1 (en) |
JP (1) | JPS57161229A (en) |
AU (1) | AU8127082A (en) |
IL (1) | IL65139A0 (en) |
IN (1) | IN155199B (en) |
NO (1) | NO820771L (en) |
SE (1) | SE8101558L (en) |
ZA (1) | ZA821552B (en) |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2595633A (en) * | 1946-02-21 | 1952-05-06 | Nat Steel Corp | Building foundation |
GB756922A (en) * | 1951-03-16 | 1956-09-12 | Kurt Joachim Sommerfeld | Improvements in sub-floor constructions for buildings and methods of erecting them |
GB825059A (en) * | 1956-03-10 | 1959-12-09 | Brockhouse Steel Structures Lt | Improvements relating to constructional frameworks |
FR2161002A1 (en) * | 1971-11-25 | 1973-07-06 | Wagner Walter | |
US3791087A (en) * | 1971-10-01 | 1974-02-12 | Sigal Ind Proprietary Ltd | Building |
NL7415144A (en) * | 1974-11-20 | 1976-05-24 | Marley Homes Limited | Prefabricated frame for foundation of greenhouse - has aluminium sections bolted together over anchor bolts |
US4263762A (en) * | 1979-03-09 | 1981-04-28 | Reed Stanley B | Structural foundation assembly |
-
1981
- 1981-03-11 SE SE8101558A patent/SE8101558L/en unknown
-
1982
- 1982-02-26 EP EP82850038A patent/EP0060233A1/en not_active Withdrawn
- 1982-03-01 IL IL65139A patent/IL65139A0/en unknown
- 1982-03-09 ZA ZA821552A patent/ZA821552B/en unknown
- 1982-03-10 AU AU81270/82A patent/AU8127082A/en not_active Abandoned
- 1982-03-10 NO NO820771A patent/NO820771L/en unknown
- 1982-03-11 JP JP57038841A patent/JPS57161229A/en active Pending
- 1982-05-26 IN IN608/CAL/82A patent/IN155199B/en unknown
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2595633A (en) * | 1946-02-21 | 1952-05-06 | Nat Steel Corp | Building foundation |
GB756922A (en) * | 1951-03-16 | 1956-09-12 | Kurt Joachim Sommerfeld | Improvements in sub-floor constructions for buildings and methods of erecting them |
GB825059A (en) * | 1956-03-10 | 1959-12-09 | Brockhouse Steel Structures Lt | Improvements relating to constructional frameworks |
US3791087A (en) * | 1971-10-01 | 1974-02-12 | Sigal Ind Proprietary Ltd | Building |
FR2161002A1 (en) * | 1971-11-25 | 1973-07-06 | Wagner Walter | |
NL7415144A (en) * | 1974-11-20 | 1976-05-24 | Marley Homes Limited | Prefabricated frame for foundation of greenhouse - has aluminium sections bolted together over anchor bolts |
US4263762A (en) * | 1979-03-09 | 1981-04-28 | Reed Stanley B | Structural foundation assembly |
Also Published As
Publication number | Publication date |
---|---|
IN155199B (en) | 1985-01-12 |
NO820771L (en) | 1982-09-13 |
SE8101558L (en) | 1982-09-12 |
ZA821552B (en) | 1983-01-26 |
IL65139A0 (en) | 1982-05-31 |
JPS57161229A (en) | 1982-10-04 |
AU8127082A (en) | 1982-09-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Designated state(s): CH DE FR GB IT |
|
17P | Request for examination filed |
Effective date: 19821025 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19850409 |
|
R18D | Application deemed to be withdrawn (corrected) |
Effective date: 19850410 |