CN214034041U

CN214034041U - Building structure of high-rise building arch type conversion layer

Info

Publication number: CN214034041U
Application number: CN202022427319.6U
Authority: CN
Inventors: 武阳
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-10-28
Filing date: 2020-10-28
Publication date: 2021-08-24
Anticipated expiration: 2030-10-28

Abstract

The utility model discloses a building structure of a high-rise building arch type conversion layer, which comprises a plurality of sections of girders connected end to end, wherein a support column is symmetrically poured at the bottom end of each section of girder, inclined support rods are fixed at the corners of the support columns and the girders through bolts, the inclined support rods are hollow columnar structures, a plurality of inner support rods are welded on the inner walls of the inclined support rods in a staggered manner, and the inner support rods are in a cross shape with different surfaces; a top plate is welded on the surface of the top of the inclined strut, a limiting ring is welded in the middle of the surface of the top plate, a steel cable penetrates through the inner side of the limiting ring, a clamping hook is welded at the top end of the steel cable, and a mounting ring is fixed at the corner of the main beam and the support column; the inner support pole of design can support the inside of diagonal brace, improves the bearing capacity of installation diagonal brace and the shape ability of preapring for an unfavorable turn of events, can not increase substantially the weight of diagonal brace simultaneously to and the pothook and the spacing ring and the collar of design, can further improve bearing capacity and the shape ability of preapring for an unfavorable turn of events.

Description

Building structure of high-rise building arch type conversion layer

Technical Field

The utility model belongs to the technical field of building structure, concretely relates to building structure of high-rise building arch conversion layer.

Background

The upper part and the lower part of a certain floor of a building are different in plane use function, the upper part and the lower part of the floor are different in structure type, and structure conversion is carried out through the floor, so that the floor is called a structure conversion layer, high-rise buildings are mostly in low-rise commercial use, the multifunctional requirement of upper accommodation is met, a certain structure form is often needed to be adopted for conversion treatment between a large space required by the low-rise commercial use and a small space of multiple walls and multiple columns required by the upper accommodation, namely, the conversion layer is additionally arranged, the common structure forms of the conversion layer comprise a beam type, an empty stomach truss type, an inclined rod truss type, a box type, a plate type and an arch type, in addition, in the house design, if the upper layer and the lower layer are different in plane function, a floor wall body and the like are structurally reinforced, and conversion treatment is carried out.

When the building structure of the existing arch type conversion layer is used, the inclined supporting rod made of metal materials can be generally installed to increase the supporting capacity, but the existing inclined supporting rod is generally of a hollow columnar structure, the self weight is lightened, the supporting capacity is poor, and the phenomenon of slight deformation is easily caused in use, so that the supporting stability is influenced, and the building structure has great limitation in practical use and has a space capable of being improved.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a building structure of high-rise building arch conversion layer to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: a building structure of an arch type conversion layer of a high-rise building comprises a plurality of sections of main beams which are connected end to end, wherein support columns are symmetrically cast at the bottom ends of the main beams, inclined support rods are fixed at the corners of the support columns and the main beams through bolts, the inclined support rods are of hollow columnar structures, a plurality of inner support rods are welded on the inner walls of the inclined support rods in a staggered mode, and the inner support rods are in a cross shape in different planes; the top surface welding of diagonal brace has the roof, the welding of the surperficial middle part of roof has the spacing ring, the inboard of spacing ring is run through there is the cable wire, the welding of the top of cable wire has the pothook, the girder is fixed with the collar with the corner of support column, the pothook is connected with the collar snap-fit.

Preferably, the mounting ring is a composite structure formed by a cylinder and a circular ring, the cylinder is fixed inside the main beam through pouring, and the mounting ring is a metal component.

Preferably, the steel cable is formed by welding and sleeving a plurality of oval annular bodies, the junction of the steel cable and the limiting ring is fixedly connected through a limiting assembly, and the limiting assembly comprises a metal lock.

Preferably, the supporting columns, the main beams and the diagonal braces form an arch type conversion layer structure.

Preferably, a plurality of parallel support steel bars are placed in the main beam, and a plurality of inclined steel bars which are arranged in a crossed mode are placed at the top of each support steel bar.

Preferably, the bottom of girder and the inboard department that is in the support column are provided with the web member, the top of web member is fixed with the girder through the bolt, the web member is the metal material component, and the height of web member equals with the height of support column.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the designed inner support rod can support the inside of the diagonal support rod, so that the supporting capability and the deformation prevention capability of the diagonal support rod are improved, meanwhile, the weight of the diagonal support rod cannot be greatly increased, and the designed clamping hook, the designed limiting ring and the designed mounting ring can further improve the supporting capability and the deformation prevention capability;

2. through the oblique reinforcing bar of design, can in use, promote the bearing capacity of girder, guarantee high-rise building's stability.

Drawings

Fig. 1 is a schematic structural view of the present invention;

fig. 2 is a cross-sectional view of the diagonal brace of the present invention;

FIG. 3 is an enlarged schematic view of region A of FIG. 1 according to the present invention;

FIG. 4 is a top view of the connection between the diagonal reinforcing bars and the supporting reinforcing bars of the present invention;

in the figure: 1. a support pillar; 2. a main beam; 3. supporting the reinforcing steel bars; 4. a diagonal brace; 5. a web member; 6. a top plate; 7. a limiting ring; 8. an inner support bar; 9. a mounting ring; 10. a steel cord; 11. a hook; 12. and (5) oblique reinforcing steel bars.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1 to 4, the present invention provides a technical solution: a building structure of an arch type conversion layer of a high-rise building comprises a plurality of sections of main beams 2 connected end to end, wherein a support column 1 is symmetrically poured at the bottom end of each section of main beam 2, inclined support rods 4 are fixed at the corners of the support columns 1 and the main beams 2 through bolts, the inclined support rods 4 are of a hollow columnar structure, a plurality of inner support rods 8 are welded on the inner walls of the inclined support rods 4 in a staggered mode, the inner support rods 8 are in a cross shape in different planes, the inner portion of each inclined support rod 4 can be supported through the designed inner support rods 8, the supporting capacity and the deformation prevention capacity of the installed inclined support rods 4 are improved, and meanwhile the weight of each inclined support rod cannot be greatly increased; the top skin weld of diagonal brace 4 has roof 6, and the welding of the surperficial middle part of roof 6 has spacing ring 7, and the inboard of spacing ring 7 runs through there is cable wire 10, and the welding of the top of cable wire 10 has pothook 11, and girder 2 is fixed with collar 9 with the corner of support column 1, and pothook 11 and spacing ring 7 and collar 9 of design can further improve diagonal brace 4 support ability and the ability of preapring for an unfavorable turn of events, and pothook 11 is connected with collar 9 block.

In this embodiment, preferably, the mounting ring 9 is a composite structure composed of a cylinder and a circular ring, the cylinder is fixed inside the main beam 2 by casting, and the mounting ring 9 is a metal member.

In this embodiment, preferably, the steel cable 10 is formed by welding and sleeving a plurality of oval ring bodies, and the junction between the steel cable 10 and the limiting ring 7 is fixedly connected through a limiting component, and the limiting component includes a metal lock.

In this embodiment, preferably, the supporting columns 1, the main beams 2, and the diagonal braces 4 form an arch type conversion layer structure.

In this embodiment, preferred, a plurality of parallel support bars 3 have been placed to the inside of girder 2, and the diagonal reinforcement 12 of cross arrangement has been placed at the top of a plurality of support bars 3, and through the diagonal reinforcement 12 of design, can in use promote the bearing capacity of girder 2, guarantee high-rise building's stability.

In this embodiment, preferably, a web member 5 is disposed at the bottom of the main beam 2 and inside the support column 1, the top of the web member 5 is fixed to the main beam 2 by a bolt, the web member 5 is a metal member, and the height of the web member 5 is equal to the height of the support column 1.

The utility model discloses a theory of operation and use flow: the utility model discloses when using, pass through the angular position department of bolt fastening at support column 1 and girder 2 with the both ends of diagonal brace 4, the cable wire 10 that will drive pothook 11 afterwards passes the spacing ring 7 on 6 surfaces of roof, go into the inboard of pothook 11 card into collar 9 after that, the terminal pulling with cable wire 10 this moment again, make cable wire 10 be tight state, carry out spacing fixed with the end of unnecessary cable wire 10 again, support diagonal brace 4's inside through inner support bar 8 this moment, improve anti-deformation ability, simultaneously through cable wire 10's support, further improve anti-deformation ability of diagonal brace 4, in the construction of early stage, place the vertical or horizontally of support reinforcement 3, be the placing at girder 2's surface of oblique crossing form with diagonal reinforcement 12 again, pour after that, 2 bearing capacity of girder of formation can obtain improving.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a building structure of high-rise building arch conversion layer, includes multistage end to end's girder (2), every section girder (2) bottom symmetry has pour support column (1), there are diagonal brace (4), its characterized in that through the bolt fastening in support column (1) and the corner of girder (2): the inclined supporting rod (4) is of a hollow columnar structure, a plurality of inner supporting rods (8) are welded on the inner wall of the inclined supporting rod (4) in a staggered mode, and the inner supporting rods (8) are in a cross shape in different planes; the top surface welding of diagonal brace (4) has roof (6), the welding of the surperficial middle part of roof (6) has spacing ring (7), cable wire (10) has been run through to the inboard of spacing ring (7), the welding of the top of cable wire (10) has pothook (11), girder (2) are fixed with collar (9) with the corner of support column (1), pothook (11) are connected with collar (9) block.

2. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: the mounting ring (9) is of a composite structure consisting of a cylinder and a circular ring, the cylinder is fixed inside the main beam (2) through pouring, and the mounting ring (9) is a metal component.

3. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: the steel cable (10) is formed by welding and sleeving a plurality of oval annular bodies, the junction of the steel cable (10) and the limiting ring (7) is fixedly connected through a limiting assembly, and the limiting assembly comprises a metal lock.

4. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: the supporting columns (1), the main beams (2) and the inclined supporting rods (4) form an arch type conversion layer structure.

5. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: a plurality of parallel support steel bars (3) are placed in the main beam (2), and a plurality of inclined steel bars (12) which are arranged in a crossed mode are placed at the top of the support steel bars (3).

6. The building structure of the high-rise arched conversion floor as claimed in claim 5, wherein: the bottom of girder (2) just is provided with web member (5) in the inboard department of support column (1), the top of web member (5) is passed through the bolt and is fixed with girder (2), web member (5) are the metal material component, and the height of web member (5) equals with the height of support column (1).