CN216340071U

CN216340071U - Reinforced concrete structure

Info

Publication number: CN216340071U
Application number: CN202123156717.XU
Authority: CN
Inventors: 曹兆军; 张勇; 王泉鑫
Original assignee: Qingdao Construction Group Co ltd; Qingjian Group Co Ltd
Current assignee: Qingdao Construction Group Co ltd; Qingjian Group Co Ltd
Priority date: 2021-12-15
Filing date: 2021-12-15
Publication date: 2022-04-19
Anticipated expiration: 2031-12-15

Abstract

The utility model discloses a reinforced concrete structure, which comprises a reinforced transverse plate, wherein the reinforced transverse plate is arranged at the bottom of a cross beam, support columns are fixedly arranged at two ends of the cross beam, reinforcing columns are fixedly arranged on the outer walls of the support columns, the reinforcing columns are embedded and installed at the bottom of the reinforcing transverse plate, the bottom of the reinforcing transverse plate is symmetrically provided with second fixing plates, the bottom of the second fixing plate is provided with a connecting column, one end of the connecting column is fixedly arranged on the outer wall of the first fixing plate, the first fixing plate is fixedly arranged on the outer wall of the reinforcing column, the reinforcing transverse plate is arranged at the bottom of the cross beam to play a role in reinforcing the whole cross beam, meanwhile, the reinforcing columns are arranged at the two ends of the bottom of the reinforcing transverse plate, so that the reinforcing transverse plate can be supported, meanwhile, the supporting columns can play a role in fixing, and the reinforcing capacity of the reinforcing structure is greatly improved.

Description

Reinforced concrete structure

Technical Field

The utility model relates to the technical field of constructional engineering, in particular to a reinforced concrete structure.

Background

Along with the acceleration of urbanization footsteps, buildings with reinforced concrete structures are more and more, the reinforced concrete structures refer to structures made of reinforced concrete provided with reinforcing steel bars, main bearing components are built by reinforced concrete and comprise thin-shell structures, large-template cast-in-place structures, buildings with reinforced concrete structures built by slip forms, lifting plates and the like, and the structures made of the reinforcing steel bars and the concrete are used, the reinforcing steel bars bear tension, the concrete bears pressure, and the reinforced concrete has the advantages of firmness, durability, good fireproof performance, steel saving compared with steel structures, low cost and the like.

The existing reinforcing structure still has the following defects in the using process:

1. in the using process of the existing reinforcing structure, the reinforcing structure is supported by one inclined rod, the structure is single, the compression resistance and the strain resistance are poor, the deformation of the upright posts and the cross beams is easily caused, and the integral stability of a building is influenced;

2. the existing reinforcing structure only supports the connecting node of the cross beam and the vertical beam in the use process, so that the reinforcing effect is not obvious, and unnecessary material waste is caused.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Aiming at the defects of the prior art, the utility model provides a reinforced concrete structure, which solves the problems that the existing reinforced structure is supported by an inclined rod in the using process, the structure is single, the compression resistance and the strain resistance are poor, the upright posts and the cross beams are easy to deform, and the integral stability of a building is influenced.

(II) technical scheme

In order to achieve the purpose, the utility model is realized by the following technical scheme: the utility model provides a consolidate reinforced concrete structure, includes the reinforcement diaphragm, the reinforcement diaphragm is installed in the crossbeam bottom, crossbeam both ends fixed mounting has the support column, support column outer wall fixed mounting has the reinforcement post, the reinforcement post gomphosis is installed in reinforcement diaphragm bottom, the second fixed plate is installed to reinforcement diaphragm bottom symmetry, second fixed plate bottom is equipped with the spliced pole, spliced pole one end fixed mounting is at first fixed plate outer wall, first fixed plate fixed mounting is at the reinforced post outer wall.

Preferably, consolidate the diaphragm bottom and be equipped with first spacing hole, first spacing hole transverse distribution is in consolidating the diaphragm bottom, first spacing downthehole portion all is equipped with expansion bolts, expansion bolts runs through and consolidates inside diaphragm and the one end extends to the crossbeam.

Preferably, the bottom of the reinforcing transverse plate is symmetrically provided with clamping grooves, the clamping grooves are embedded with clamping blocks, and one end of each clamping block is fixedly provided with a reinforcing column.

Preferably, the outer wall of the reinforcing column is provided with a second limiting hole, the second limiting hole is longitudinally distributed in the outer wall of the reinforcing column, threaded nails are arranged inside the second limiting hole, and the threaded nails penetrate through the reinforcing column and extend to the inside of the supporting column.

Preferably, first fixed plate and second fixed plate outer wall all are equipped with the spacing hole of third, the spacing hole of third is the rectangle and distributes at first fixed plate and second fixed plate outer wall, the spacing downthehole portion of third is equipped with the rivet, the rivet runs through the spacing hole of third and extends to inside reinforcing diaphragm and the reinforced column.

(III) advantageous effects

The utility model provides a reinforced concrete structure. The method has the following beneficial effects:

(1) this reinforced structure, through consolidating the diaphragm, the reinforced column, first fixed plate, the setting of spliced pole and second fixed plate has solved traditional reinforced structure effectively and has adopted an down tube to support at the in-process reinforced structure that uses many times, the structure is single, compressive capacity and anti-strain capacity are relatively poor, lead to stand and crossbeam to take place deformation easily, influence the problem of the holistic stability of building, it can play a reinforcing effect to whole crossbeam to consolidate the bottom of installing at the crossbeam at the reinforcement diaphragm, the reinforced column is installed at the bottom both ends of consolidating the diaphragm simultaneously, can play a supporting role to consolidating the diaphragm like this, also can play a fixed action to the support column simultaneously, reinforced structure's reinforcing capacity has greatly been promoted.

(2) This reinforced structure, through consolidating the diaphragm, the reinforced column, first fixed plate, the connected node of crossbeam and perpendicular roof beam is generally only supported in the in-process of using to traditional reinforced structure has been solved effectively in the setting of spliced pole and second fixed plate, such reinforcing effect is not obvious, unnecessary material waste has been leaded to, consolidate the bottom at whole crossbeam, just so can play a reinforcing action to the whole of crossbeam, the tie point of crossbeam and support column is through first fixed plate simultaneously, the setting of second fixed plate and spliced pole has also played the fixed action, still will consolidate the diaphragm and consolidate the columnar connection together simultaneously, form a whole, the reinforcement of connection has not only been so structured, still play the fixed action to the crossbeam whole simultaneously, unnecessary material waste has been reduced.

Drawings

FIG. 1 is a schematic structural view of the present invention as a whole;

FIG. 2 is a cross-sectional view of the mask of the present invention;

FIG. 3 is a cross-sectional view of an arcuate band of the present invention;

fig. 4 is a schematic view of a first bandage of the present invention.

In the figure, 1, a cross beam; 2. a support pillar; 3. reinforcing the transverse plate; 4. reinforcing columns; 5. a card slot; 6. a first limit hole; 7. an expansion bolt; 8. a second limiting hole; 9. a clamping block; 10. a threaded nail; 11. a first fixing plate; 12. a second fixing plate; 13. connecting columns; 14. a third limiting hole; 15. and (4) riveting.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1-4, an embodiment of the present invention provides a technical solution: a reinforced concrete structure comprises a reinforced transverse plate 3, the reinforced transverse plate 3 is arranged at the bottom of a cross beam 1, two ends of the beam 1 are fixedly provided with supporting columns 2, the outer walls of the supporting columns 2 are fixedly provided with reinforcing columns 4, the reinforcing columns 4 are embedded and installed at the bottom of the reinforcing transverse plate 3, the bottom of the reinforcing transverse plate 3 is symmetrically provided with second fixing plates 12, the bottom of the second fixing plate 12 is provided with a connecting column 13, one end of the connecting column 13 is fixedly arranged on the outer wall of the first fixing plate 11, the first fixing plate 11 is fixedly arranged on the outer wall of the reinforcing column 4, the reinforcing transverse plate 3 is arranged at the bottom of the cross beam 1 to play a role in reinforcing the whole cross beam 1, simultaneously through the setting of first fixed plate 11, second fixed plate 12 and spliced pole 13 with consolidate diaphragm 3 and consolidate post 3 and be connected as whole, promoted processing structure's processing effect.

3 bottoms of reinforcement diaphragm are equipped with

first spacing hole

6, 6 transverse distribution in first spacing hole are in 3 bottoms of reinforcement diaphragm, the inside expansion bolts 7 that all are equipped with in first spacing hole 6, expansion bolts 7 run through reinforcement diaphragm 3 and one end extend to 1 insides of crossbeam, and the installation of expansion bolts 7 has been made things convenient for in the setting up of first spacing hole 6, and expansion bolts 7's setting can play a fixed action to reinforcing diaphragm 3.

Reinforcing 3 bottoms of diaphragm are seted up the draw-in groove 5 symmetrically, the inside equal gomphosis of draw-in groove 5 is installed fixture block 9, fixture block 9 one end fixed mounting has reinforcing post 4, and the setting of draw-in groove 5 has made things convenient for the installation of fixture block 9, and reinforcing post 4 is connected to together through fixture block 9 and draw-in groove 5 and reinforcing diaphragm 3.

The spacing hole 8 of second has been seted up to 4 outer walls of reinforcement post, the spacing hole 8 longitudinal distribution of second is at 4 outer walls of reinforcement post, the inside screw nail 10 that all is equipped with in the spacing hole 8 of second, screw nail 10 runs through reinforcement post 4 and one end and extends to inside the support column 2, and the setting of screw nail 10 has been made things convenient for in the setting in the spacing hole 8 of second, and setting up of screw nail 10 has made things convenient for the installation and the fixing of reinforcement post 4.

First fixed plate 11 and the 12 outer walls of second fixed plate all are equipped with the spacing hole of third 14, the spacing hole of third 14 is the rectangle and distributes at first fixed plate 11 and the 12 outer walls of second fixed plate, the inside rivet 15 that is equipped with in the spacing hole of third 14, rivet 15 runs through the spacing hole of third 14 and extends to and consolidates diaphragm 3 and reinforced column 4 inside, and the setting up of the spacing hole of third 14 has made things convenient for the installation of rivet 15, and the setting up of rivet 15 has made things convenient for the fixed of first fixed plate 11 and second fixed plate 12.

The working principle is as follows: when strengthening crossbeam 1 and support column 2, will consolidate diaphragm 3 and install in crossbeam 1 bottom, then will consolidate diaphragm 3 through expansion bolts 7 and fix in the bottom of crossbeam 1, then install fixture block 9 gomphosis inside draw-in groove 5, then fix the outer wall at support column 2 with reinforcement column 4 through screw thread 10, then pass through rivet 15 fixed mounting with second fixed plate 12 in the bottom of consolidating diaphragm 3, again with first fixed plate 11 through rivet 15 fixed mounting at the outer wall of reinforcement column 4.

The utility model 1, the crossbeam; 2. a support pillar; 3. reinforcing the transverse plate; 4. reinforcing columns; 5. a card slot; 6. a first limit hole; 7. an expansion bolt; 8. a second limiting hole; 9. a clamping block; 10. a threaded nail; 11. a first fixing plate; 12. a second fixing plate; 13. connecting columns; 14. a third limiting hole; 15. the utility model solves the problems that the prior reinforcing structure is supported by a diagonal rod in the using process, the structure is single, the pressure resistance and the strain resistance are poor, the upright post and the cross beam are easy to deform, the integral stability of a building is influenced, meanwhile, the prior reinforcing structure only supports the connecting node of the cross beam and the vertical beam in the using process, the reinforcing effect is not obvious, and unnecessary material waste is caused, the reinforcing transverse plate is arranged at the bottom of the whole cross beam through the mutual combination of the components, so that the whole cross beam can be reinforced, meanwhile, the connecting points of the cross beam and the supporting columns also play a role in fixing through the arrangement of the first fixing plate, the second fixing plate and the connecting columns, and meanwhile, the reinforcing transverse plate is connected with the reinforcing columns to form a whole, so that not only is the connection reinforcing structured, but also the fixing function of the whole cross beam is played, and unnecessary material waste is reduced.

While there have been shown and described what are at present considered the fundamental principles and essential features of the utility model and its advantages, it will be apparent to those skilled in the art that the utility model is not limited to the details of the foregoing exemplary embodiments, but is capable of other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. A reinforced concrete structure is characterized in that: including consolidating diaphragm (3), consolidate diaphragm (3) and install in crossbeam (1) bottom, crossbeam (1) both ends fixed mounting has support column (2), support column (2) outer wall fixed mounting has reinforcement post (4), reinforcement post (4) gomphosis is installed in consolidating diaphragm (3) bottom, consolidate diaphragm (3) bottom symmetry and install second fixed plate (12), second fixed plate (12) bottom is equipped with spliced pole (13), spliced pole (13) one end fixed mounting is at first fixed plate (11) outer wall, first fixed plate (11) fixed mounting is at reinforcement post (4) outer wall.

2. A reinforced concrete structure according to claim 1, wherein: consolidate diaphragm (3) bottom and be equipped with first spacing hole (6), first spacing hole (6) transverse distribution is in consolidating diaphragm (3) bottom, first spacing hole (6) inside all is equipped with expansion bolts (7), expansion bolts (7) run through and consolidate diaphragm (3) and one end and extend to inside crossbeam (1).

3. A reinforced concrete structure according to claim 1, wherein: reinforcing diaphragm (3) bottom symmetry has seted up draw-in groove (5), fixture block (9) are installed to the inside equal gomphosis of draw-in groove (5), fixture block (9) one end fixed mounting has reinforcing post (4).

4. A reinforced concrete structure according to claim 3, wherein: the reinforcing column is characterized in that a second limiting hole (8) is formed in the outer wall of the reinforcing column (4), the second limiting hole (8) is longitudinally distributed in the outer wall of the reinforcing column (4), threaded nails (10) are arranged in the second limiting hole (8), and the threaded nails (10) penetrate through the reinforcing column (4) and extend to the inside of the supporting column (2).

5. A reinforced concrete structure according to claim 1, wherein: first fixed plate (11) and second fixed plate (12) outer wall all are equipped with spacing hole of third (14), spacing hole of third (14) are the rectangle and distribute at first fixed plate (11) and second fixed plate (12) outer wall, the inside rivet (15) that is equipped with in spacing hole of third (14), rivet (15) run through spacing hole of third (14) and extend to consolidate inside diaphragm (3) and reinforced column (4).