RU119002U1 - BLOCK SECTION CORNER LARGE-PANEL MULTI-STOREY BUILDING - Google Patents

Abstract

A corner block section of a large-panel multi-storey building, including external load-bearing and self-supporting walls, internal longitudinal and transverse walls made by load-bearing, floor slabs, foundation, entrance node, technical underground, staircase and elevator node, loggias, living quarters with sanitary facilities, auxiliary room , an attic, characterized in that one end wall is made smaller than the second end wall and the length of each between the extreme axes is 4.125L and 5.25L, respectively, one part of the second end wall is made load-bearing, and the other part is self-supporting and is mated with a longitudinal external load-bearing wall , made Z-shaped, most of which is self-supporting, and a smaller part of the load-bearing, from the side of the aforementioned wall between the inner transverse walls located along the length of the axes to the width of the block section with a step of 2L, mated with the longitudinal inner wall and with the outer longitudinal self-supporting walls , there is a staircase and elevator node, and the rest internal transverse walls relative to each other are located with a pitch L, each of which is conjugated with a longitudinal internal wall and with a corresponding external longitudinal self-supporting wall, while one internal transverse wall spaced from the second end wall at a distance of 2L is mated with longitudinal internal load-bearing walls , the entrance node is located on the outside of most of the Z-shaped longitudinal external self-supporting wall, a loggia with a length of 2L is located on one side of the entrance node, and on the side of the other external longitudinal self-supporting wall of the loggia are located at a distance of 2L from one end wall,

Description

The utility model relates to the field of construction and can be used in the construction of large-panel multi-storey residential buildings.

A multi-storey building is known (RF patent 2215103 C1, 10.27.2003, Е04Н 1/02), which includes a spatial system formed by internal and external transverse load-bearing walls with lateral vertical ribs on which continuous continuous-cast or monolithic disks of ceilings are supported. The ceilings are provided in their plane along the lateral sides with longitudinal reinforced concrete beams with through-length reinforcement throughout the length of the building and anchored at the ends in the outer transverse load-bearing walls or in their ribs.

A disadvantage of the known device is the time-consuming processes associated with the installation of reinforcement or concreting, the long construction time of a multi-story building.

A building is known (RF patent 2048648 C1, 11/20/1995, ЕНН 1/00), which includes at least one block consisting of at least two sections and a stair-elevator unit, foundations, external and internal longitudinal and transverse walls at least, the last of which are made by bearing, floors, loggias, roof, residential and auxiliary premises and premises of sanitary facilities. Part of the supporting transverse walls of the sections are installed with a variable pitch.

The disadvantage of this technical solution is the lack of structural elements that ensure the longitudinal rigidity of the building, the inability to reduce construction time and reduce the cost of building construction.

The main technical problem solved by the claimed utility model is to create a prefabricated large-panel multi-storey building.

The technical result is to simplify the installation of wall panels, ensuring the versatility of the building for any space-planning decisions and the stability of the building.

Simplification of installation is achieved due to the fact that the block section of a large-panel multi-storey building is erected from large-sized elements, floor panels are made in the size of one room and wall panels are made in the size of one and two rooms.

The main technical task is achieved by the fact that in the corner block section of a large-panel multi-storey building, including external load-bearing and self-supporting walls, internal longitudinal and transverse walls made by load-bearing, floor slabs, foundation, entrance node, technical underground, staircase and elevator node, loggias, living quarters with sanitary facilities, ancillary facilities, attic, according to the proposed solution, one end wall is made smaller than the second end wall and the length of each between the extreme axes is 4.125L and 5.25L, Accordingly, one part of the second end wall is self-supporting and the other part is self-supporting and mating with the bearing part of the longitudinal outer wall made Z-shaped, most of which is self-supporting, and the smallest part of the bearing, from the side of the aforementioned wall between the internal transverse walls located along the length of the axles to the width of the block section with a step of 2L, paired with a longitudinal internal wall and with external longitudinal self-supporting walls, there is a staircase-elevator unit, and the remaining internal the walls are relative to each other in increments of L, each of which is connected to the longitudinal inner wall and to the corresponding external longitudinal self-supporting wall, while one internal transverse wall, spaced 2L from the second end wall, is connected to the longitudinal internal bearing walls, inlet the node is located on the outside of the larger self-supporting part of the Z-shaped longitudinal outer wall, the 2L-length loggia is located on one side of the inlet node, and on the side of the other outer longitudinal self-supporting minutes loggia wall located on a distance 2L from the one end wall, at a distance L from the second end wall, wherein the outer side, between the internal longitudinal walls, at a distance L from the support part to the longitudinal Z-shaped exterior wall located loggia 2L length.

The utility model is illustrated by drawings, in which Fig. 1 shows the layout of the walls of a typical floor of a block section, Fig. 2 shows a layout of the input node and the walls of the first floor.

In the block section there are three two-room and one three-room apartments, which are formed by external longitudinal self-supporting walls 1, 2, one end supporting wall 3, the second end wall 4, the internal transverse walls 5, 6, 7 and the internal longitudinal walls 8 and 9. External a self-supporting longitudinal wall 1 with a thickness of 400 mm, an end bearing wall 3 with a thickness of 450 mm, an outer longitudinal wall 2 and an end wall 4 partially 400 mm and 450 mm thick are made in the form of three-layer expanded clay concrete panels with discrete connections, the outer and inner The lower layers are made of expanded clay concrete, and a heat-insulating layer is located between them. The length between the extreme axes of one end bearing wall 3 is less than the length of the second end wall 4 and is equal to 4.125L and 5.25L, respectively. One part of the second end wall 4 is made bearing, and the second part is made self-supporting. The second part of the end wall 4 is associated with the bearing part of the Z-shaped outer longitudinal wall 2, most of which is self-supporting, and a smaller part of the bearing. Between the inner transverse walls 5, located along the length of the axes to the width of the block section with a step of 2L, which are interfaced with the longitudinal internal wall 8 and with the external longitudinal self-supporting walls 1, 2, there is a staircase-elevator unit including a hall 10, a staircase 11 and elevator 12. The remaining internal transverse walls 6 relative to the other transverse walls are spaced L, each of which is associated with a longitudinal internal wall 8 and an external longitudinal self-supporting wall 1, while one internal transverse wall 7, sludge second from the second end wall 4 at a distance of 2L, is connected with the longitudinal inner wall 8 and the longitudinal inner wall 9, the input node 13 is located on the outside of the larger self-supporting part of the Z-shaped longitudinal external wall 2. Loggias 14 with a length of 2L are located on one side of the input node 13, from the side of the other outer longitudinal self-supporting wall at a distance of 2L from one end bearing wall 3 and at a distance L from the second end wall 4, and from the outside between the inner longitudinal walls 8 and 9, at a distance L from the bearing part Z- braznoy longitudinal outer wall 2. The two and three baffles 15 are provided with flats.

The proposed block section is universal and can be blocked along the axes of the end bearing wall 3 and the bearing part of the Z-shaped longitudinal outer wall 2 with any other block section.

Installation of a large-panel multi-storey building includes:

- installation of floor slabs, loggias;

- installation of panels of external and internal walls, loggias fences;

- installation of elements of the staircase and elevator unit;

- installation of ventilation units, sanitary cabins and partitions.

The installation of the ceiling begins with the laying of staircases and wall panels adjacent to the staircase and elevator assembly in the direction from the middle to the edges, which are interconnected by metal mounting ties for welding. Loggia plates are laid on the cement mortar applied to the wall panels, and fixed to adjacent floor slabs by constant welding bonds.

Panels of external walls are mounted along the perimeter of the floor, installing along the facade in the same plane vertically, the panels of the internal walls on the supporting part of the floor on the mortar layer and the panels are fastened together on top and at two levels in height, as well as with the floor panels using mounting links welded to embedded parts.

The implementation of the utility model allows to accelerate the construction of large-panel multi-storey buildings, ensuring the versatility of the building for any space-planning decisions.

Claims (1)

Angular block section of a large-panel multi-storey building, including external load-bearing and self-supporting walls, internal longitudinal and transverse walls, made by load-bearing, floor slabs, foundation, entrance node, technical underground, staircase-elevator node, loggias, living quarters with sanitary units, auxiliary room , an attic, characterized in that one end wall is made smaller than the second end wall and the length of each between the extreme axes is 4.125L and 5.25L, respectively, one part of the second end wall is made slightly d, and the other part is self-supporting and paired with a longitudinal outer supporting wall made of a Z-shaped, most of which is self-supporting, and a smaller part of the bearing, from the side of the aforementioned wall between the internal transverse walls located along the length of the axes to the width of the block section with step 2L, paired with a longitudinal inner wall and with external longitudinal self-supporting walls, there is a stair-elevator unit, and the remaining internal transverse walls relative to each other are located with a step L, each of which is interfaced with the longitudinal inner wall and with the corresponding outer longitudinal self-supporting wall, while one inner transverse wall, spaced from the second end wall at a distance of 2L, is conjugated with the longitudinal inner supporting walls, the input node is located on the outside of most of the Z-shaped longitudinal outer a self-supporting wall, a 2L-long loggia is located on one side of the entrance node, and on the other outer longitudinal longitudinal wall of the loggia are located at a distance of 2L from one end wall, at a distance L from the second end wall, on the outer side of which, between the internal longitudinal walls, at a distance L from the Z-shaped longitudinal external supporting wall, there is a 2L loggia.