RU85510U1 - MONOSOT AND TIERED BUILDING FROM MONOSOT - Google Patents

Abstract

1. Monosot containing the lower and upper parts made of beams, the central part with upper and lower bases, made of beams and racks, characterized in that the beams of the central, upper and lower parts are made of left and right profiles connected to each other, such as those shown in FIG. 5, item 6, and provided with stiffening inserts, the posts are made of left and right profiles connected to each other, such as shown in FIG. 6, item 12, and connected to the upper and lower bases, forming the central part, the lower part is limited at the top with the lower base and at the bottom formed by at least six beams placed in the form of equidistant rays, three of which are arranged horizontally, and three with an upward slope during their successive alternation and tying by joining beams, and the upper part is bounded from below by the upper base and formed from above at least six beams arranged obliquely in the form of equidistant rays. ! 2. Monosote according to claim 1, characterized in that the profiles of the racks inside contain a filler. ! 3. The monosota according to claim 1, characterized in that the stiffness inserts are made in the form of hollow boxes of a triangular shape, the walls of which have a profile, such as that shown in FIG. 5, item 6. ! 4. Monosota according to claim 3, characterized in that the hollow part of the boxes contains filler. ! 5. The tiered building is formed by monocells, each of which contains the lower and upper parts made of beams, the central part with upper and lower bases made of beams and racks, all of which beams are made of left and right profiles connected to each other, such as as shown in FIG. 5, item 6, and provided with stiffness inserts

Description

The utility model relates to the field of construction and can be used for the construction of monosotostructural collapsible structures for various purposes, mainly in areas of seismic hazard.

Known collapsible structure, including floor panels with couplings, vertical internal panels and vertical bearing elements with spikes, RU No. 2143532 C1, E04B 1/343, 1999.12.27.

Known high-rise earthquake-resistant multi-storey building, consisting of multi-storey volumetric sections arranged in plan along mutually perpendicular axes and made with flexible frames with expansion joints, RU No. 2083784 C1, Е04Н 9/02, Е04 В 1/348, 1997.07.10.

A known method of constructing box-shaped load-bearing building blocks placed side by side or superimposed on each other, containing load-bearing sections of the floor, ceiling, walls, supporting structures and vertical support columns of long products, RU No. 2120003 C1, ЕВВ 1/348, Е04Н 1/00, 2000.11.22.

A modular type building is known, consisting of volume blocks,

installed in two parallel rows of longitudinally oriented and transversely oriented modules, RU No. 2203368 C2, EV 1/348, 1998.10.10.

Known multi-tiered frame complex, consisting of monosets made of beams and racks, equipped with fastening nodes forming a central part with upper and lower bases, lower and upper parts, RU No. 2273708 C1, E04H 1/04, Е04Н 14/00, Е04В 1 / 18, Е04В 1/348, 2006.04.10.

This technical solution was adopted as the "closest analogue" of this utility model.

The multi-tier frame complex of the “closest analogue” contains a fundamentally new monosotostructural frame with high operational and structural qualities, has increased safety, but the “closest analogue” is a multi-tier complex, it does not provide for structural studies of frame parts, their connection, ensuring rigidity, which reduces functional quality monosotostructure during construction in areas of seismic hazard.

The present invention is based on a solution to the problem, which allows to expand the functional qualities of monosotostructured buildings, use monosets for the construction of long-rise buildings of increased stability and rigidity, and provide the possibility of constructing long-rise buildings in areas of seismic hazard.

The technical result of this utility model consists in making beams and racks of a monocell in the form of profiles connected to each other, in performing the upper and lower parts of the monocell with the possibility of joining into monocell structures and combining them together in horizontal and vertical planes into tiers.

According to the utility model, this problem is solved due to the fact that the monosot contains the lower and upper parts made of beams, the central part with upper and lower bases made of beams and racks.

Beams of the central, upper and lower parts are made of left and right connected to each other -shaped profiles and equipped with stiffening inserts. Racks made of left and right connected to each other -shaped profiles and connected to the upper and lower bases, forming the central part. The lower part is bounded from above by a lower base and is formed from below by at least six beams placed in the form of equidistant rays, three of which are located horizontally, and three with an inclination upward when sequentially alternating and strapping them with connecting beams.

The upper part is bounded from below by the upper base and formed from above by at least six beams arranged obliquely in the form of equidistant rays.

In addition, the strut profiles inside contain filler.

In addition, the stiffeners are made in the form of hollow boxes of a triangular shape, the walls of which have -shaped profile.

In addition, the hollow part of the boxes contains filler.

According to the utility model, this problem is solved due to the fact that the tiered building is formed by the above monosots.

The building contains at least no more than four tiers of monosotostructural blocks formed of monosots and united among themselves in both horizontal and vertical planes.

The applicant has not identified sources containing information on technical solutions identical to this utility model, which allows us to conclude that it meets the criterion of "novelty."

The essence of the utility model is illustrated by drawings, which depict:

figure 1 - Monosota, General view;

figure 2 - Longline building, General view;

figure 3 - Monosota, schematically;

figure 4 - Monosotostructural block, schematically;

figure 5 - Beams, axonometry;

figure 6 - Vertical racks, axonometry;

figure 7 - Insert stiffness, axonometry;

on Fig - Fragment of one-sided mounting of the stiffener on the beam;

Fig.9 is a fragment of the bilateral fastening of the stiffener on the beam.

figure 10 - Fragment of the Assembly of the lower part of the monocell.

Monosota contains:

The lower part is 1,

The central part - 2,

upper base (central part 2) - 3,

lower base (central part 2) - 4.

The upper part is 5.

The lower part 1 includes:

Beams located horizontally in the form of rays - 6.

Beams located with an inclination upwards in the form of rays - 7.

The joining beams - 8.

Central part 2 includes:

External beams (lower base 4) - 9.

External beams (upper base 3) - 10.

Top 5 includes:

Beams inclined in the form of rays - 11.

Central part 2 includes:

Vertical short racks - 12.

Vertical long racks - 13.

Vertical posts 12 and 13 are made of left and right connected to each other -shaped profiles.

Beams 6, 7, 8, 9, 10, 11 are made of left and right connected to each other -shaped profiles.

On beams 6, 7, 8, 11 from two sides and on beams 9, 10 from the inside there are:

Inserts of rigidity - 14,

a box of a triangular shape (liner stiffness 14) - 15,

walls (box 15) - 16,

hollow part (box 15) - 17.

The tiered building of monosots form:

Monosotostructural blocks 18,

tiers 19.

The monosota is collected as follows.

Assemble the bottom of 1 monocell.

Connect the left and right -shaped profiles of each for beams 6, 7 and 8.

Three beams 6 are placed horizontally in the form of equidistant rays on supports (not shown). Three beams 7 are placed with an inclination upward in the form of equidistant rays. Beams 6 and 7 are placed with their successive alternation. Beams 6 and 7 are tied with beams uniting 8.

On both sides of the beams 6, 7 and 8, the walls 16 of each of the boxes 15 of the stiffener inserts 14 are fixed in series and are fastened.

The hollow parts 17 of the boxes 15 are filled with filler.

Assemble the central part 2 of the monocell.

Assemble the bottom 4 base.

Connect the left and right -shaped profiles for beams 9.

Connect the beams 9 in the form of a hexagon, inside which additional stiffness beams (not shown) are placed.

On the inner side of the beams 9, the walls 16 of each of the boxes 15 of the stiffening inserts 14 are sequentially fixed and fastened.

The hollow parts 17 of the boxes 15 are filled with filler.

Connect the left and right -shaped profiles for vertical short 12 and long 13 racks.

Vertical short 12 and long 13 racks connect to the lower 4 base.

United profiles of vertical short 12 and long 13

racks are filled with filler.

Assemble the top 3 bases.

Connect the left and right -shaped profiles for beams 10.

Connect the beams 10 in the form of a hexagon, inside which additional stiffness beams (not shown) are placed.

On the inner side of the beams 10, the walls 16 of each of the boxes 15 of the stiffening inserts 14 are sequentially fixed and fastened.

The hollow parts 17 of the boxes 15 are filled with filler.

Vertical short 12 and long 13 racks connect to the upper 3 base.

Assemble the top 5 of the monocell.

Connect the left and right -shaped profiles for beams 11.

On both sides of the beams of the inclined 11, the walls 16 of each of the boxes 15 of the stiffening inserts 14 are fixed in series and are fastened.

The hollow parts 17 of the boxes 15 are filled with filler.

Beams inclined 11 are connected to the upper 3 base.

Monosots are connected into monosotostructural blocks 18.

Monosotostructural blocks 18 form tiers 19.

Monosotostructural blocks 18 are combined among themselves both in horizontal and vertical planes.

The tier building contains no more than four tiers 19. The number of tiers 19 is determined by the purpose of the structure.

Monosots allow the construction of long-term buildings of high stability.

The implementation of each of the beams 6, 7, 8, 9, 10, 11 and each of the racks 12 and 13 of the two connected profiles increases the rigidity of the structure and allows the use of standard metal structures.

The use of the same profiles for beams 6, 7, 8, 9, 10, 11 simplifies assembly during dismantling.

The installation of stiffening inserts 14 in each monocell and the connection of monocells in monosotructural blocks increases the stability of the building and provides the possibility of constructing longline buildings in areas of seismic hazard.

The use of fillers inside the vertical struts 12 and 13 facilitates the design of the frame while maintaining its stability.

The constructive implementation of the upper 5 and lower 1 parts of the monosote allows you to connect monosotostructural blocks 18, and combining them together in horizontal and vertical planes in tiers 19 expands the functional qualities of monosostructural structures.

The proposed monocells and a tiered building of them can be used for the construction of collapsible structures for various purposes from well-known profiles, parts and assemblies manufactured industrially and widely used in construction equipment, this is confirmed by design and technological studies, which, in the opinion applicant, compliance with their criterion of "industrial applicability".

Claims (5)

1. Monosot containing the lower and upper parts made of beams, the central part with upper and lower bases, made of beams and racks, characterized in that the beams of the central, upper and lower parts are made of left and right profiles connected to each other, such as those shown in FIG. 5, item 6, and provided with stiffening inserts, the posts are made of left and right profiles connected to each other, such as shown in FIG. 6, item 12, and connected to the upper and lower bases, forming the central part, the lower part is limited at the top with the lower base and at the bottom formed by at least six beams placed in the form of equidistant rays, three of which are arranged horizontally, and three with an upward slope during their successive alternation and tying by joining beams, and the upper part is bounded from below by the upper base and formed from above at least six beams arranged obliquely in the form of equidistant rays. 2. Monosote according to claim 1, characterized in that the profiles of the racks inside contain a filler. 3. The monosota according to claim 1, characterized in that the stiffness inserts are made in the form of hollow boxes of a triangular shape, the walls of which have a profile, such as that shown in FIG. 5, item 6. 4. Monosota according to claim 3, characterized in that the hollow part of the boxes contains filler. 5. The tiered building is formed by monocells, each of which contains the lower and upper parts made of beams, the central part with upper and lower bases made of beams and racks, all of which beams are made of left and right profiles connected to each other, such as as shown in FIG. 5, item 6, and provided with stiffening inserts, and the posts are made of left and right profiles connected to each other, such as shown in FIG. 6, item 12, and connected to the upper and lower bases, forming a central part, while the lower part of the fence of the upper base and is formed from the bottom by at least six beams placed in the form of equidistant rays, three of which are horizontally arranged, and three with an inclination upwards when alternating them and tying with joining beams, and the upper part is bounded from below by the upper base and is formed on top of at least six beams arranged obliquely in the form of equidistant rays, characterized in that the building contains at least no more than four tiers of monosotostructural blocks formed from monosets and combined among themselves in both horizontal and vertical planes.