RU74657U1 - DESIGN OF A HIGH-RESIDENTIAL RESIDENTIAL HOUSE WITH A GROUND FLOOR - Google Patents

Abstract

1. The construction of a high-rise residential building with a basement, including a pile foundation, a basement, spatially rigid upper floors and an underground block located on the periphery of the foundation, characterized in that the basement is buried at least a third of the height below the level of the earth's surface, and the underground block has an area of at least eight times the area of the basement. 2. The construction of a high-rise residential building with a basement according to claim 1, characterized in that the basement and the underground block are connected by passages with flights of stairs. The construction of a high-rise apartment building with a basement according to claim 1, characterized in that the space of the underground block is made free for vehicles and equipped with an entrance ramp and supporting columns. 4. The construction of a high-rise apartment building with a basement according to claim 1, characterized in that the underground unit at the locations of the supporting columns is equipped with pile supports.

Description

The utility model relates to the field of construction of high-rise buildings and similar structures for special purposes, in particular, capable of withstanding wind and seismic loads.

Known designs of high-rise buildings, including the foundation, ground floor, and spatially rigid upper floors with different levels of floor overlap and the presence of attics (RF patent No. 2099494, IPC Е04Н 1/00, publ. 12.20.1997).

A disadvantage of the known designs is the lack of wind and seismic stability.

Also known is the design of a high-rise earthquake-resistant building, including a foundation, ground floor, spatially rigid upper floors and an underground block located on the periphery of the foundation, equipped with flexible racks (RF patent No. 2214491, IPC Е04Н 9/02, published on October 20, 2003 - prototype).

The disadvantage of this design, which we have chosen as a prototype for most of the matching features, is the complexity and practical inapplicability of the claimed design.

The problem solved by the use of the claimed device is the creation of a wind and earthquake-resistant building structure.

The technical essence of the claimed solution lies in the fact that in the construction of a high-rise residential building with a basement, including a pile foundation, a basement, spatially rigid upper floors and an underground block located on the periphery of the foundation, the basement is not less than one third of the height under the level of the earth's surface, and the underground block has an area of not less than eight times the area of the basement; the basement and the underground block are connected by passages with flights of stairs; the space of the underground block is made free for the passage of vehicles and is equipped with an entrance ramp and supporting columns;

the underground block at the locations of the supporting columns is equipped with pile supports.

The basement floor shall be deepened by no less than a third of the height below the level of the earth's surface to reduce the overall height of the building and additional to the foundation support.

The implementation of the underground block with an area of not less than eight times the area of the basement floor provides an increase in the area of the building's support.

The connection of the basement and the underground block with transitions with flights of stairs ensures the urgent evacuation of personnel in case of force majeure situations.

The implementation of the space of the underground block free for the passage of vehicles and supplying it with an access ramp and supporting columns ensures the rigidity of the additional area of the support and its rational use.

The supply of the underground block at the locations of the supporting columns with pile supports provides a reliable connection of the additional support to the ground, thereby increasing their bearing and supporting ability.

Figure 1 shows the claimed device, side view (longitudinal section).

The device contains a pile foundation 1, buried in the soil by at least 1/3 of the basement 2, spatially rigid upper floors 3, and an underground block 4 with an area of at least eight times the area of the basement 2, and with supporting columns 5 , an access ramp (not shown in Fig.) and additional piles 6 under the supporting columns 5.

During operation, the ground floor 2 buried in the ground, the pile foundation 1, the underground block 4 with an area of at least eight times the area of the basement floor 2 and additional piles 6 of the underground block 4 provide wind and seismic stability of the building.

TECHNICAL-ECONOMIC OR OTHER EFFICIENCY

1. The creation of a rigid wind and earthquake-resistant construction of a high-rise residential building.

2. Rational use of the additional supporting surface of the building.

Claims (4)

1. The construction of a high-rise residential building with a basement, including a pile foundation, a basement, spatially rigid upper floors and an underground block located on the periphery of the foundation, characterized in that the basement is buried at least a third of the height below the level of the earth's surface, and the underground block has an area of at least eight times the area of the basement. 2. The design of a high-rise residential building with a basement according to claim 1, characterized in that the basement and the underground block are connected by passages with flights of stairs. 3. The design of a high-rise residential building with a basement according to claim 1, characterized in that the space of the underground block is made free for vehicles and equipped with an entrance ramp and supporting columns. 4. The design of a high-rise apartment building with a basement according to claim 1, characterized in that the underground unit at the locations of the supporting columns is equipped with pile supports.