EP0239649A4 - Gebäudefundament für den bau an einem hang. - Google Patents

Gebäudefundament für den bau an einem hang.

Info

Publication number
EP0239649A4
EP0239649A4 EP19860906504 EP86906504A EP0239649A4 EP 0239649 A4 EP0239649 A4 EP 0239649A4 EP 19860906504 EP19860906504 EP 19860906504 EP 86906504 A EP86906504 A EP 86906504A EP 0239649 A4 EP0239649 A4 EP 0239649A4
Authority
EP
European Patent Office
Prior art keywords
building
foundation
walls
hand
load
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
EP19860906504
Other languages
English (en)
French (fr)
Russian (ru)
Other versions
EP0239649A1 (de
EP0239649B1 (de
Inventor
Viktor Alexandrovich Golovko
Semen Petrovich Valts
Alexandr Nikanorovich Tetior
Alexandr Mikhailovich Lekhno
Boris Jurievich Barykin
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.)
Golovnoi Nauchno-Issledovatelsky I Proektny Insti
Simferopolskij Filial Dnepropetrovskogo Inzhenerno
Original Assignee
GOLOV NI PI KRYMNIIPROEKT
SIMFEROPOLSK DN INZH STR INST
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from SU853953401A external-priority patent/SU1574736A1/ru
Priority claimed from SU853977802A external-priority patent/SU1654460A1/ru
Application filed by GOLOV NI PI KRYMNIIPROEKT, SIMFEROPOLSK DN INZH STR INST filed Critical GOLOV NI PI KRYMNIIPROEKT
Priority to AT86906504T priority Critical patent/ATE44790T1/de
Publication of EP0239649A1 publication Critical patent/EP0239649A1/de
Publication of EP0239649A4 publication Critical patent/EP0239649A4/de
Application granted granted Critical
Publication of EP0239649B1 publication Critical patent/EP0239649B1/de
Expired legal-status Critical Current

Links

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
    • 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
    • E02D27/32—Foundations for special purposes
    • E02D27/40—Foundations for dams across valleys or for dam constructions

Definitions

  • the most effective area for the use of the present invention is the use of or use of restricted, compromised, or improperly used 10 devices.
  • land plots are indispensable for 30 agricultural crops.
  • the device in the form of so-called ayakeren- ⁇ -
  • compartments extended along a side and located on a separate branch of a friend of the compartments.
  • the groove between the ends will create information that is directly suppressing the mass of the masses. They are equipped with stone, stone, and iron.
  • Such foundations consist of vertical, integral and transverse walls.
  • P ⁇ i v ⁇ zvedenii ⁇ a ⁇ i ⁇ ⁇ undamen- ⁇ v in ⁇ v ⁇ aga ⁇ na ⁇ uzhyaaya ⁇ d ⁇ lnaya s ⁇ ena, ⁇ ien ⁇ i ⁇ vayanaya ⁇ b ⁇ lee vys ⁇ y ⁇ ch ⁇ e ⁇ v ⁇ aga, ⁇ n ⁇ a ⁇ i ⁇ ue ⁇ with g ⁇ uya ⁇ m zassh ⁇ i ⁇ v ⁇ aga and v ⁇ s ⁇ iyaimae ⁇ g ⁇ iz ⁇ n ⁇ aln ⁇ e davleyaie mass zasy ⁇ - ⁇ i, lib ⁇ not ⁇ n ⁇ a ⁇ i ⁇ ue ⁇ with e ⁇ y zasy ⁇ y.
  • the proposed construction of the foundation allows the load of the building to be increased, as well as the increased pressure due to the considerable overload.
  • the Foundation has a more efficient operating environment, which affects the pressure of the vehicle; Compared to the usual - 5 -
  • the new available foundation is more stable due to the significant total load of the building.
  • the slower load sharing in the foundation allows the user to exclude the load transfer of the building to weak loads.
  • This version of the invention makes it possible to open the building, the form is not dependent on the form of the game.
  • I depicts the foundations of the building, community, according to the invention / plan view /; ⁇ ig. 2 - ⁇ az ⁇ without P-P on ⁇ ig. ⁇ ; ⁇ ig. 3 - a variant of the foundation of the building, community, with 10 publicly available invention / plan view /; ⁇ ig. 4 - ⁇ az ⁇ ez ⁇ U- ⁇ U on ⁇ ig.Z.
  • the foundation I in the horizontal area has a size of 20 arcs. 4 and 5 S ⁇ eny s ⁇ ediyaeyay between s ⁇ b ⁇ y ⁇ e ⁇ echyaymi ve ⁇ zh- ⁇ alyaymi s ⁇ eyaami 6 and 7.
  • the sale of the goods is carried out in the following manner: first, the process of processing the meal is carried out at stages 4 and 5, then 4 and 5 days apart.
  • Fig. 3.4 is an embodiment of the offer.
  • Foundation I consists of an integral vertical stage 4 connected to the original six walls, which are available for commercial use. Stage 6 in the plan fits into the imaginary corner.
  • the length of the foundation I may be the same as the length of the building.
  • the size of the arrow of the foundation-I may be equal to the width of the building, be greater ' or less than it. If you think I can get into the building with the interruption of the foundation I, it’s difficult, or the length of the foundation I can be damaged.
  • the foundation I is deepened into storage, and the alternate stages 6, which are located at the lower stage 4, are located at a depth of 2.3 and are deepened.
  • Walls 4,6 are performed in a foreign country, as well as in a multi-unit, which depends on the download and on-line storage.
  • Installation is carried out in the following procedure. 5 First, I plan to settle the basics of the foundation I. Then install or don’t install the foundation I. After this, I install the plugin 6 to install The intentional use of 10 is the most efficient way to use the existing product.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP86906504A 1985-09-30 1986-09-26 Gebäudefundament für den bau an einem hang Expired EP0239649B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86906504T ATE44790T1 (de) 1985-09-30 1986-09-26 Gebaeudefundament fuer den bau an einem hang.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
SU3953401 1985-09-30
SU853953401A SU1574736A1 (ru) 1985-09-30 1985-09-30 Фундамент здани , сооружени
SU853977802A SU1654460A1 (ru) 1985-12-02 1985-12-02 Фундамент здани , сооружени , возводимого на склоне, изрезанном оврагами
SU3977802 1985-12-02

Publications (3)

Publication Number Publication Date
EP0239649A1 EP0239649A1 (de) 1987-10-07
EP0239649A4 true EP0239649A4 (de) 1988-01-21
EP0239649B1 EP0239649B1 (de) 1989-07-19

Family

ID=26666033

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86906504A Expired EP0239649B1 (de) 1985-09-30 1986-09-26 Gebäudefundament für den bau an einem hang

Country Status (5)

Country Link
EP (1) EP0239649B1 (de)
DE (1) DE3664505D1 (de)
FI (1) FI872398L (de)
WO (1) WO1987002083A1 (de)
YU (1) YU168286A (de)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR606694A (de) * 1926-06-18
US1742369A (en) * 1928-08-01 1930-01-07 Probst Emil Dam
FR1063324A (fr) * 1951-08-20 1954-05-03 Dyckerhoff & Widmann Ag Barrage de retenue hydraulique en voûte
FR1502707A (fr) * 1966-07-11 1967-11-24 Soletanche Perfectionnements apportés aux murs de soutènement et à leur exécution

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR606694A (de) * 1926-06-18
US1742369A (en) * 1928-08-01 1930-01-07 Probst Emil Dam
FR1063324A (fr) * 1951-08-20 1954-05-03 Dyckerhoff & Widmann Ag Barrage de retenue hydraulique en voûte
FR1502707A (fr) * 1966-07-11 1967-11-24 Soletanche Perfectionnements apportés aux murs de soutènement et à leur exécution

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of WO8702083A1 *

Also Published As

Publication number Publication date
DE3664505D1 (en) 1989-08-24
FI872398A7 (fi) 1987-05-29
WO1987002083A1 (fr) 1987-04-09
EP0239649A1 (de) 1987-10-07
EP0239649B1 (de) 1989-07-19
YU168286A (en) 1989-02-28
FI872398A0 (fi) 1987-05-29
FI872398L (fi) 1987-05-29

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