CN209941888U

CN209941888U - Assembled spiral beam column structure

Info

Publication number: CN209941888U
Application number: CN201920534845.7U
Authority: CN
Inventors: 易新河
Original assignee: Guangdong Huayu Heavy Industry Co Ltd
Current assignee: Guangdong Huayu Heavy Industry Co Ltd
Priority date: 2019-04-18
Filing date: 2019-04-18
Publication date: 2020-01-14
Anticipated expiration: 2029-04-18

Abstract

The utility model belongs to the technical field of the technique of building and specifically relates to an assembled spiral beam column structure is related to, including a plurality of groups bracing piece, a plurality of groups crossbeam and a plurality of longerons of organizing, the bracing piece is arranged in subaerially, the bracing piece is kept away from the different sides of the same festival section of one end on ground and is connected with crossbeam and longeron respectively perpendicularly, and is two sets of the crossbeam is connected with a plurality of groups longerons, and a plurality of groups bracing piece, a plurality of groups crossbeam and a plurality of groups longeron interconnect form the. The building is formed by mutually connecting and assembling the support rods, the cross beams and the longitudinal beams, and the building replaces the traditional building formed by pouring concrete, so that the construction speed is greatly improved, the working efficiency is improved, and the construction period is favorably shortened; the building is formed by assembling, so that the workload of workers is reduced; since the construction period is shortened and the workload of workers is reduced, the cost for building the building is reduced.

Description

Assembled spiral beam column structure

Technical Field

The utility model belongs to the technical field of the technique of building and specifically relates to an assembled spiral beam column structure is related to.

Background

With the rapid development of social economy, the living standard and the living quality of people are continuously improved, and the rhythm of people is continuously accelerated in both production and life, as well as the construction industry. Most buildings are made of concrete, and the construction period of the buildings made of concrete is long; in order to shorten the construction time of buildings, the construction industry has grown to the assembly type buildings, which have also been encouraged by the nation to better develop them. The assembly type building has more difficulties, for example, the assembly type building must be digitally modeled to ensure the accuracy of each component installation.

The beam column structure is an indispensable component in the current building, and when the traditional building is built, the beam column structure is designed and installed layer by layer independently, and the building construction method is complex, so that the construction period is prolonged.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an assembled spiral beam column structure, it has solved the beam column structure and has been that one deck design alone and installation, the comparatively loaded down with trivial details problem of building construction method to shorten construction cycle.

The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:

the utility model provides an assembled spiral beam column structure, includes a plurality of groups bracing piece, a plurality of groups crossbeam and a plurality of longerons of organizing, the bracing piece is arranged in subaerially, the bracing piece is kept away from the same segmental different sides of one end on ground and is connected with crossbeam and longeron respectively perpendicularly, and is two sets of the crossbeam is connected with a plurality of groups longerons, and a plurality of groups bracing piece, a plurality of groups crossbeam and a plurality of groups longeron interconnect form the floor.

By adopting the technical scheme, the two groups of cross beams are connected with the plurality of groups of longitudinal beams, so that the floor formed by fixedly connecting the cross beams and the longitudinal beams is firmer, and the safety coefficient of the floor is improved; the building is formed by mutually connecting and assembling the support rods, the cross beams and the longitudinal beams, and the building replaces the traditional building formed by pouring concrete, so that the construction speed is greatly improved, the working efficiency is improved, and the construction period is favorably shortened; the building is formed by assembling, so that the workload of workers is reduced; since the construction period is shortened and the workload of workers is reduced, the cost for building the building is reduced.

The utility model discloses further set up to: the support rod is provided with a base at the end part abutting against the ground, the base comprises a bottom plate and a plurality of groups of clamping plates, the clamping plates are fixed with one surface of the bottom plate, and the plurality of groups of clamping plates form an inserting groove for the support rod to be inserted.

By adopting the technical scheme, the supporting rods are inserted into the insertion grooves, so that the supporting rods are perpendicular to the bottom plate, the supporting rods are perpendicular to the ground, and the speed of assembling the building is improved.

The utility model discloses further set up to: the clamping plate comprises a transverse plate and a longitudinal plate, and the end part of the transverse plate is vertically fixed with the edge of one side of the longitudinal plate.

Through adopting above-mentioned technical scheme, the setting of diaphragm and vertical slab for the grip block is firmer, thereby is favorable to the grip block to press from both sides and holds the bracing piece.

The utility model discloses further set up to: the bottom plate is provided with a fixing bolt, and the fixing bolt penetrates through the bottom plate and is fixed with the ground.

Through adopting above-mentioned technical scheme, use fixing bolt to fix the bottom plate subaerial to the dismouting bottom plate of being convenient for, the dismouting base of being convenient for.

The utility model discloses further set up to: the side face of one end, far away from the ground, of the supporting rod is vertically fixed with an I-shaped steel joint, and the I-shaped steel joint is fixed to the cross beam and the longitudinal beam through fixing assemblies respectively.

Through adopting above-mentioned technical scheme, the I-steel connects and is used for being connected with crossbeam and longeron to improve the speed of assembly bracing piece, crossbeam and longeron, be favorable to improving work efficiency.

The utility model discloses further set up to: the fixing assembly comprises a clamping plate and a bolt assembly, the I-shaped steel joint, the cross beam and the longitudinal beam are clamped in the middle by the clamping plate, and the bolt assembly is fixed between the clamping plate and the I-shaped steel joint, between the clamping plate and the cross beam and between the clamping plate and the longitudinal beam through threads.

Through adopting above-mentioned technical scheme, splint and bolt assembly connect fixedly in crossbeam and longeron respectively from the three different positions that the I-steel connects for the I-steel connects more fixedly with being connected of crossbeam and longeron, thereby improves the factor of safety of building.

The utility model discloses further set up to: the side of crossbeam is equipped with a plurality of groups limiting plate, the limiting plate is contradicted with the longeron, the limiting plate is equipped with the fixed plate with longeron building both sides, and limiting plate and longeron are cliied to the fixed plate, pass through bolt external member thread tightening between fixed plate and limiting plate and fixed plate and the longeron.

By adopting the technical scheme, the limiting plate prevents the longitudinal beam from directly contacting with the cross beam, and plays a role in protecting the cross beam; the limiting plate and the longitudinal beam are respectively clamped by the fixing plate, and are fixed by the bolt kit, so that the fixing plate is convenient to disassemble and assemble.

To sum up, the utility model discloses a beneficial technological effect does:

the two groups of cross beams are connected with the plurality of groups of longitudinal beams, so that the floor formed by fixedly connecting the cross beams and the longitudinal beams is firmer, and the safety coefficient of the floor is improved; the building is formed by mutually connecting and assembling the support rods, the cross beams and the longitudinal beams, and the building replaces the traditional building formed by pouring concrete, so that the construction speed is greatly improved, the working efficiency is improved, and the construction period is favorably shortened; the building is formed by assembling, so that the workload of workers is reduced; since the construction period is shortened and the workload of workers is reduced, the cost for building the building is reduced.

Drawings

Fig. 1 is a schematic structural view of an assembled spiral beam column structure of the present invention;

FIG. 2 is a schematic view of the connection structure of the base and the support rod of the present invention;

FIG. 3 is a schematic structural view of the connection of the cross beam and the longitudinal beam of the present invention;

fig. 4 is a schematic structural diagram of the connection of the support column with the cross beam and the longitudinal beam of the present invention.

In the figure, 1, a support rod; 2. a cross beam; 3. a stringer; 4. a base; 41. a base plate; 42. a clamping plate; 421. a transverse plate; 422. a longitudinal plate; 43. inserting grooves; 5. i-steel joints; 6. a fixing assembly; 61. a splint; 62. a bolt assembly; 7. a limiting plate; 8. a fixing plate; 9. fixing the bolt; 10. bolt kit.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 1, in order to disclose the utility model, the assembled spiral beam column structure comprises a plurality of groups of supporting rods 1, a plurality of groups of cross beams 2 and a plurality of groups of longitudinal beams 3, wherein the supporting rods 1 are arranged on the ground, different sides of the same section of one end of the supporting rods 1, which are far away from the ground, are respectively and vertically connected with the cross beams 2 and the longitudinal beams 3, and the plurality of groups of supporting rods 1, the plurality of groups of cross beams 2 and the plurality of groups of longitudinal beams 3 are connected with each other to form floors in;

referring to fig. 2, a base 4 is fixedly connected to an end of the support rod 1 abutting against the ground, the base 4 includes a bottom plate 41 and four sets of clamping plates 42, the clamping plates 42 are vertically fixed to one side of the bottom plate 41, the other side of the bottom plate 41 abuts against the ground, and the four sets of clamping plates 42 enclose an insertion groove 43 into which the support rod 1 is inserted, so that the support rod 1 is kept vertical to the ground; the clamping plate 42 comprises a transverse plate 421 and a longitudinal plate 422, and the end part of the transverse plate 421 is vertically fixed with the edge of one side of the longitudinal plate 422, so that the clamping plate 42 is firmer; the bottom plate 41 is provided with a fixing bolt 9, and the fixing bolt 9 penetrates through the bottom plate 41 to be fixed with the ground, so that the base 4 is convenient to disassemble and assemble; the cross beam 2 and the longitudinal beam 3 are I-shaped beams, so that the assembly is convenient, and the cost is saved under the condition of ensuring safety and reliability;

referring to fig. 4, an I-shaped steel joint 5 is vertically welded and fixed on the side surface of one end of the support rod 1, which is far away from the ground, and the I-shaped steel joint 5 is respectively fixed on a cross beam 2 and a longitudinal beam 3 through a fixed assembly building 6; in this embodiment, the fixed assembly building 6 comprises a plurality of groups of clamping plates 61 and bolt assemblies 62, the I-steel joints 5 and the cross beams 2 and the longitudinal beams 3 are clamped between the groups of clamping plates 61 from three different positions, and the bolt assemblies 62 are screwed between the clamping plates 61 and the I-steel joints 5, between the clamping plates 61 and the cross beams 2, and between the clamping plates 61 and the longitudinal beams 3.

Referring to fig. 3, two sets of crossbeams 2 are connected with a plurality of longerons 3, and in this embodiment, the side of crossbeam 2 is equipped with a plurality of groups limiting plate 7, and limiting plate 7 contradicts with longeron 3, and limiting plate 7 is equipped with fixed plate 8 with the both sides of longeron 3, and limiting plate 7 and longeron 3 are cliied to fixed plate 8, pass through bolt external member 10 thread tightening between fixed plate 8 and the limiting plate 7 and fixed plate 8 and longeron 3.

The implementation principle of the embodiment is as follows: when assembling the building, firstly fix the base 4 on the appropriate ground, then insert the inserted groove 43 on the base 4 to the support column, then, be fixed with I-steel joint 5 department at the support column and connect fixed crossbeam 2 and longeron 3, finally, connect fixed a plurality of groups longerons 3 between two sets of crossbeams 2, so reciprocal concatenation to form the building. The two groups of cross beams 2 are connected with the plurality of groups of longitudinal beams 3, so that the floor formed by fixedly connecting the cross beams 2 with the longitudinal beams 3 is firmer, and the safety coefficient of the floor is improved; the supporting rods 1, the cross beams 2 and the longitudinal beams 3 are mutually connected and assembled to form a building, the building replaces the traditional building formed by concrete pouring, the construction speed is greatly improved, the working efficiency is improved, and the construction period is favorably shortened; the building is formed by assembling, so that the workload of workers is reduced; since the construction period is shortened and the workload of workers is reduced, the cost for building the building is reduced.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims

1. The utility model provides an assembled spiral beam column structure which characterized in that: including a plurality of groups bracing piece (1), a plurality of group crossbeam (2) and a plurality of longeron (3) of organizing, subaerial is arranged in bracing piece (1), bracing piece (1) is kept away from the different sides of the same section of one end on ground and is connected with crossbeam (2) and longeron (3) respectively perpendicularly, and is two sets of crossbeam (2) are connected with a plurality of groups longeron (3), and a plurality of groups bracing piece (1), a plurality of groups crossbeam (2) and a plurality of groups longeron (3) interconnect form the floor.

2. A fabricated spiral beam column structure as claimed in claim 1, wherein: the end part of the supporting rod (1) abutting against the ground is provided with a base (4), the base (4) comprises a bottom plate (41) and a plurality of groups of clamping plates (42), the clamping plates (42) are fixed with one surface of the bottom plate (41), and the plurality of groups of clamping plates (42) are enclosed to form an inserting groove (43) for the supporting rod (1) to be inserted.

3. A fabricated spiral beam column structure as claimed in claim 2, wherein: the clamping plate (42) comprises a transverse plate (421) and a longitudinal plate (422), and the end part of the transverse plate (421) is vertically fixed with the edge of one surface of the longitudinal plate (422).

4. A fabricated spiral beam column structure as claimed in claim 3, wherein: the bottom plate (41) is provided with a fixing bolt (9), and the fixing bolt (9) penetrates through the bottom plate (41) to be fixed with the ground.

5. A fabricated spiral beam column structure as claimed in claim 1, wherein: the supporting rod is characterized in that an I-shaped steel joint (5) is vertically fixed to the side face, far away from the ground, of one end of the supporting rod (1), and the I-shaped steel joint (5) is fixed to the cross beam (2) and the longitudinal beam (3) through fixing assemblies (6).

6. An assembled spiral beam column structure as claimed in claim 5, wherein: the fixing assembly (6) comprises a clamping plate (61) and a bolt assembly (62), the I-shaped steel joint (5), the cross beam (2) and the longitudinal beam (3) are clamped in the middle of the clamping plate (61), and the bolt assembly (62) is fixed between the clamping plate (61), the I-shaped steel joint (5), the clamping plate (61), the cross beam (2), the clamping plate (61) and the longitudinal beam (3) in a threaded mode.

7. A fabricated spiral beam column structure as claimed in claim 1, wherein: the side of crossbeam (2) is equipped with a plurality of groups limiting plate (7), limiting plate (7) are contradicted with longeron (3), limiting plate (7) are equipped with fixed plate (8) with longeron (3) building both sides, and limiting plate (7) and longeron (3) are cliied in fixed plate (8), through bolt external member (10) thread tightening between fixed plate (8) and limiting plate (7) and fixed plate (8) and longeron (3).