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.

Applications Claiming Priority (8)

Publications (2)

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• 1986
  • 1986-07-04 EP EP19860904993 patent/EP0235299A4/de not_active Ceased
  • 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
• 1987
  • 1987-03-04 FI FI870956A patent/FI870956A/fi not_active Application Discontinuation

Patent Citations (3)

Non-Patent Citations (1)

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