EP0235299A4 - Auf einem gefälle errichtetes gebäude. - Google Patents
Auf einem gefälle errichtetes gebäude.Info
- Publication number
- EP0235299A4 EP0235299A4 EP19860904993 EP86904993A EP0235299A4 EP 0235299 A4 EP0235299 A4 EP 0235299A4 EP 19860904993 EP19860904993 EP 19860904993 EP 86904993 A EP86904993 A EP 86904993A EP 0235299 A4 EP0235299 A4 EP 0235299A4
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- slope
- foundation
- takes
- account
- 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.)
- Ceased
Links
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
- 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
- E04H1/04—Apartment houses arranged in two or more levels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- 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
Definitions
- the invention relates to a property, and the name of the building, the structure, is accessible on a slope. 5 ⁇ aib ⁇ lee e ⁇ e ⁇ ivn ⁇ y ⁇ blas ⁇ yu labor ⁇ g ⁇ iz ⁇ b ⁇ e ⁇ eniya yavlyae ⁇ sya zas ⁇ y ⁇ a neis ⁇ lzuemy ⁇ or ⁇ g ⁇ anichenn ⁇ is ⁇ l- zueyy ⁇ d ⁇ nas ⁇ yascheg ⁇ v ⁇ emeni ⁇ e ⁇ i ⁇ y: ⁇ u ⁇ ye s ⁇ l ⁇ ny ⁇ edg ⁇ y, ⁇ lm ⁇ v, ⁇ eb ⁇ v, ⁇ v ⁇ ag ⁇ v, l ⁇ schin, be ⁇ eg ⁇ v ⁇ e ⁇ , ⁇ ze ⁇ , and m ⁇ ey ⁇ ean ⁇ v.
- the natural power of the building load is folding on the external component and the normal component. Due to the built-in load of the building,
- Pre-located areas are located in seismically active areas, where the use of traditional industrial or non-residential buildings is possible. ⁇
- the preparation of the slope is carried out on the basis of an improper reading by way of outgoing, dysfunctional and downward inclination.
- the foundation is made in the form of a reinforced concrete panel, which is in direct contact with the slope. For security .
- the foundation is equipped with vertical and separate terminals, in addition to the intersection of the quick towers, the foundation is equipped with e-seismic drives.
- the foundation is made in the form of a reinforced lattice from adjoining and damaged tapes, which are located on the ground ⁇ ⁇ 87/00229 ⁇ / ⁇ 6 / 00068
- connection of the horizontal fuselage of casings with the foundation and the tape of the foundation between itself was performed by the joint.
- the foundation is connected to the last vertical disks, and this foundation is made in the form of iron
- a large version of the invention makes it possible to take advantage of the large areas of the building, the construction of a large type of industrial and commercial equipment.
- the rings are part of the foundation, which means that the basis of these matters is to the best of our knowledge.
- Fig. 3 a variant of the disposal of the product, which “takes away the constituent component of the external loading of cash and foundation;
- Fig. 4 - illustrates the effect of the forces acting on the vertical load of the building and the weight of the load in the plane of the slip in the slope;
- Fig. 5 a variant of the location of the building, the building on the oblique-lying slopes of the island, view in plan; ⁇ ig.b - ⁇ az ⁇ without U ⁇ -U ⁇ on ⁇ ig.5; Fig.
- FIG. 7 a variant of the location of the building, the structure on the oblique-lying slopes of the island, a view in the plan; fig.8 - ⁇ az ⁇ without USh-USh on fig.7; Fig. 9 - the foundation of the building, building, located on the top of the city, a hill, view in plan; ⁇ ig. ⁇ - ⁇ az ⁇ réellez ⁇ - ⁇ on ⁇ ig.9; Fig. ⁇ - with ⁇ to him the location of the building's facilities for building on the slopes of the city, the city; - 9 - Fig.
- Fig. 15 building-structure, visible on the slope, view in plan; ⁇ ig. ⁇ b - ⁇ az ⁇ ez ⁇ - ⁇ on ⁇ ig.15; Fig. 7 - a variant of a building-structure, possibly on a slope,
- Fig. 10 view in the plan; ⁇ ig. ⁇ 8 - view " ⁇ " on ⁇ ig. ⁇ b; Fig. 9 is a general zid of the foundation of a building, construction, depending on the slopes of the city, a hill; Fig. 20 - ⁇ , view in plan;
- Fig. 2 ⁇ - a general view of the two foundations of buildings, structures, accessible on the slopes of the city, a hill; Fig.22 - ⁇ the same, view in the plan.
- the building of the type includes a container from the vertical
- the base of the foundation 3 is disposed along with an inclining slope and may be flat, industrial or commercial.
- options for the location of asset 7 are shown in the lower and upper part of the slope.
- Za ⁇ em ⁇ lnyayu ⁇ You are a pile 8 and 9. ⁇ s ⁇ ve ⁇ P ⁇ i d ⁇ s ⁇ izhenii be ⁇ n ⁇ m piles 5 and 8 ⁇ as ⁇ ve ⁇ a 9 ⁇ e ⁇ n ⁇ y ⁇ chn ⁇ s ⁇ i ⁇ izv ⁇ dya ⁇ m ⁇ n ⁇ azh ⁇ - d ⁇ lny ⁇ 4 and 5 ⁇ e ⁇ echny ⁇ len ⁇ ⁇ undamen ⁇ a 3. ⁇ uzla ⁇ ⁇ e ⁇ e- sectional len ⁇ 4.5 us ⁇ anavlivayu ⁇ ⁇ dl ⁇ ni ⁇ i 10.
- ⁇ - the vertical load of the building at a part of the slip rate is at the base; 25 ⁇ g - it is at the same time that the load is taken into account; the load of the building and the weight of the load are higher than section I; ⁇ g d ⁇ TM - the same as inclined components; 30 ⁇ - the angle of the internal friction of the load of the slope, in the load;
- the installation of the building is carried out in the following order: first, the work is carried out for the planning of the repair, then the payment for the settlement is paid.
- connection of the tapes of 5 foundations of 3 menda may be jointed or rigid, which depends on the critical features of the joint
- demounting of the building’s components is carried out in the process, in-place installation, in order to freeze the building,
- the external load of the building weight is transferred to the load of the slopes of the conveyor with 4.5 strong tapes.
- the external force is the weight of the building, the load is stacked ⁇ ⁇ 87/00229
- one of the main components is directed along the developing areas of the slopes of the island, and the other is normal for this.
- the other components are mutually balanced through the lower end connection.
- the building is made up of a fundamental building block including vertical I and horizontal 2 discs and a foundation
- the procedure for installing the hardware is similar to the procedure for installing the hardware for a version of the invention, which is depicted in FIG. 5,6.
- Fig. 9, ⁇ 0, ⁇ shows the variant of building entry on a city or a hill.
- ⁇ a ⁇ ig. ⁇ 2, ⁇ , ⁇ 4_ is an option for
- the current load due to the weight of the building is transferred to a slope through 4.5 tape.
- the direct power of the building’s weight is divided into two parts, one of which is directed
- the secondary component of the load is limited to a minimum load of 15, which is supplied with a load of 14.
- a random volume of 16 includes hard vertical disks I, pages 17 and horizontal disks 2. Disks I and speed 17 are connected to hard drives 3. Base 3
- the formal component is subject to Foundation 3 on the line.
- Figures 9, 20, 2 and 22 show the options for introducing the building on top of the hill.
- Basement 3 of the building is made in the form of an armored lattice from solid 4 and portable 5 tapes, located on the corner of the building.
- the reinforced ring is ringed 19, it is used to connect the glass and is connected to the tapes 5 foundation 3. It is convenient to use 5 that is Well, 19 people think that it is a part of 7, which accepts a non-current component outside of __ -___'- loading of cashew and foundation 3.
- the optional accessories are installed on the base tape 4 and 5 with the simultaneous universal connection.
- the current load on the weight of the building is reduced to a slope of 4.5 foundation tape 3, and with this vertical - 17 -.
- the strength is divided into two components, one of which is directed along the opposite sides of the slope, while the other is normal. of this transference. ⁇ a ⁇ l ⁇ nnaya s ⁇ s ⁇ avlyayuschaya ⁇ e ⁇ edae ⁇ sya che ⁇ ez ⁇ e ⁇ echnye len ⁇ y 5 to 19.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Emergency Management (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Business, Economics & Management (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
- Foundations (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Description
Claims
Applications Claiming Priority (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU3912287 | 1985-07-05 | ||
SU3912287 | 1985-07-05 | ||
SU4010952 | 1985-08-20 | ||
SU4010952 | 1985-08-20 | ||
SU3977801 | 1985-12-02 | ||
SU853977801A SU1682474A1 (ru) | 1985-12-02 | 1985-12-02 | Фундамент здани , сооружени |
SU3946742 | 1986-02-03 | ||
SU3946742 | 1986-02-03 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0235299A1 EP0235299A1 (de) | 1987-09-09 |
EP0235299A4 true EP0235299A4 (de) | 1987-11-10 |
Family
ID=27484915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19860904993 Ceased EP0235299A4 (de) | 1985-07-05 | 1986-07-04 | Auf einem gefälle errichtetes gebäude. |
Country Status (4)
Country | Link |
---|---|
US (1) | US4899502A (ru) |
EP (1) | EP0235299A4 (ru) |
FI (1) | FI870956A0 (ru) |
WO (1) | WO1987000229A1 (ru) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2373795A (en) * | 2001-03-27 | 2002-10-02 | Keller Ltd | Slope stabilisation using piling |
GB2442957A (en) * | 2006-10-16 | 2008-04-23 | Intelligent Engineering | Method of manufacturing a stepped riser |
KR101078047B1 (ko) * | 2008-02-01 | 2011-10-28 | (주)써포텍 | 프리캐스트 가시설 구조체 및 그 시공방법 |
CN115053783B (zh) * | 2022-05-26 | 2024-06-04 | 武汉南方旭域科技工程有限公司 | 一种边坡支护绿化工艺 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2241830A (en) * | 1934-07-03 | 1941-05-13 | Della W Tourtellotte | Building construction |
CH386675A (fr) * | 1962-01-27 | 1965-01-15 | Elcon Ag | Bâtiment préfabriqué à plusieurs étages |
FR2058807A5 (ru) * | 1969-09-26 | 1971-05-28 | Ragaine Maurice |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1706496A (en) * | 1927-06-30 | 1929-03-26 | Pieri Pompeo | Earthquake and tornado proof building |
US3269125A (en) * | 1963-11-21 | 1966-08-30 | George R Moore | Hillside stabilizing construction |
US3724147A (en) * | 1971-01-08 | 1973-04-03 | N Levenson | Housing assembly on a hillside |
GB1378786A (en) * | 1972-03-27 | 1974-12-27 | Dobbie C H | Building |
US3942291A (en) * | 1974-05-06 | 1976-03-09 | Takenaka Komuten Co., Ltd. | Artificial land structure framework |
US3913285A (en) * | 1974-10-07 | 1975-10-21 | Robert H Helfrich | Building frame structure for hillsides |
SU553334A1 (ru) * | 1975-09-02 | 1977-04-05 | Тбилисский Зональный Научно-Исследовательский И Проектный Институт Типового И Экспериментального Проектирования Жилых И Общественных Зданий "Тбилзнииэп" | Фундамент здани , сооружени |
US4125970A (en) * | 1977-06-01 | 1978-11-21 | Vidal Henri C | Bulk storage facility |
US4141184A (en) * | 1977-08-09 | 1979-02-27 | Vidal Henri C | Terraced dwellings |
SU949078A1 (ru) * | 1979-12-17 | 1982-08-07 | Тбилисский Зональный Научно-Исследовательский И Проектный Институт Типового И Экспериментального Проектирования Жилых И Общественных Зданий "Тбилзнииэп" | Фундамент зданий,сооружений |
DE3022029A1 (de) * | 1980-06-12 | 1981-12-17 | Gebrüder Dieterle KG, 7620 Oberwolfach | Verfahren zur bildung einer stuetzwand o.dgl. |
-
1986
- 1986-07-04 US US07/051,461 patent/US4899502A/en not_active Expired - Fee Related
- 1986-07-04 WO PCT/SU1986/000068 patent/WO1987000229A1/ru not_active Application Discontinuation
- 1986-07-04 EP EP19860904993 patent/EP0235299A4/de not_active Ceased
-
1987
- 1987-03-04 FI FI870956A patent/FI870956A0/fi not_active Application Discontinuation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2241830A (en) * | 1934-07-03 | 1941-05-13 | Della W Tourtellotte | Building construction |
CH386675A (fr) * | 1962-01-27 | 1965-01-15 | Elcon Ag | Bâtiment préfabriqué à plusieurs étages |
FR2058807A5 (ru) * | 1969-09-26 | 1971-05-28 | Ragaine Maurice |
Non-Patent Citations (1)
Title |
---|
See also references of WO8700229A1 * |
Also Published As
Publication number | Publication date |
---|---|
FI870956A (fi) | 1987-03-04 |
EP0235299A1 (de) | 1987-09-09 |
FI870956A0 (fi) | 1987-03-04 |
US4899502A (en) | 1990-02-13 |
WO1987000229A1 (en) | 1987-01-15 |
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BAIRWA | CANDIDATE'S DECLARATION |
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 |
|
17P | Request for examination filed |
Effective date: 19870326 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT CH DE FR IT LI SE |
|
A4 | Supplementary search report drawn up and despatched |
Effective date: 19871110 |
|
17Q | First examination report despatched |
Effective date: 19890419 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN REFUSED |
|
18R | Application refused |
Effective date: 19921009 |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: TETIOR, ALEXANDR NIKANOROVICH Inventor name: GOLOVKO, VIKTOR ALEXANDROVICH Inventor name: BARYKIN, BORIS JURIEVICH Inventor name: LEKHNO, ALEXANDR MIKHAILOVICH Inventor name: STEPANENKO, ALEXEI NIKOLAEVICH Inventor name: PEKARKSY, VALENTIN VSEVOLODOVICH Inventor name: VALTS, SEMEN PETROVICH Inventor name: ALTUNIN, VITALY LEONIDOVICH Inventor name: MELESHKO, GEORGY KONSTANTINOVICH Inventor name: FEN, KARIM PETROVICH |