CN215211514U - Integrated assembled steel construction building - Google Patents

Abstract

The utility model relates to an integrated assembled steel construction building relates to steel construction building technical field, and it includes the steel column, the steel column is provided with a plurality ofly, has all erect the roof beam steel between two arbitrary adjacent steel columns, arbitrary all be provided with first dead lever and second dead lever between the vertical direction of steel column and the adjacent roof beam steel, the one end and the steel column fixed connection of first dead lever, the one end and the roof beam steel fixed connection of second dead lever, be provided with the bumper shock absorber between first dead lever and the second dead lever. This application helps preventing the rigid contact between steel column and the girder steel, promotes the shock resistance of steel column and beam steel to promote the effect of stability between steel column and the girder steel.

Description

Integrated assembled steel construction building

Technical Field

The application relates to the technical field of steel structure buildings, in particular to an integrated assembly type steel structure building.

Background

At present, a building assembled from prefabricated elements at a construction site is called a fabricated building. It is divided into five types of building block building, plate building, box building, skeleton plate building and rising building according to the form and construction method of prefabricated components.

In the related art, when a worker assembles a steel structure building, beam steel is usually erected between two adjacent steel columns, and then reinforcing ribs are arranged between the beam steel and the steel columns.

In view of the above-mentioned related technologies, the inventors believe that there is a rigid contact between the steel column and the steel beam, and the shock resistance is poor, thereby reducing the stability between the steel column and the steel beam.

SUMMERY OF THE UTILITY MODEL

In order to improve the relatively poor problem of steel column and girder steel shock resistance, this application provides an integrated assembled steel construction building.

The application provides an integrated assembled steel construction building adopts following technical scheme:

the utility model provides an integrated assembled steel structure building, includes the steel column, the steel column is provided with a plurality ofly, all erects between arbitrary two adjacent steel columns and has been equipped with the beam steel, and is arbitrary all be provided with first dead lever and second dead lever between vertical direction of steel column and the adjacent beam steel, the one end and the steel column fixed connection of first dead lever, the one end and the beam steel fixed connection of second dead lever, be provided with the shock attenuation piece between first dead lever and the second dead lever.

Optionally, supporting seats are arranged on the steel column and the beam steel, the supporting seats are fixedly connected with the corresponding steel column and the beam steel respectively, and ends, deviating from the damping piece, of the first fixing rod and the second fixing rod are hinged to the corresponding supporting seats respectively.

Optionally, one end of the first fixing rod and one end of the second fixing rod, which are away from the supporting seat, are both provided with a abutting plate.

Optionally, the damping member includes a damping spring, and two ends of the damping spring are fixed to the abutting plates on the first fixing rod and the second fixing rod respectively.

Optionally, a support plate is arranged between any two adjacent beam steels, and two ends of any support plate are fixedly connected with the adjacent beam steels.

To sum up, this application includes following at least one integrated assembly steel construction building beneficial technical effect:

1. through set up first dead lever and second dead lever between steel column and girder steel, then set up the bumper shock absorber between first dead lever and first dead lever, help preventing the rigidity contact between steel column and the girder steel, promote the shock resistance of steel column and beam steel to promote the stability between steel column and the girder steel.

Drawings

FIG. 1 is a schematic diagram of the overall structure of an integrated assembly type steel structure building mainly embodying the embodiment;

fig. 2 is an enlarged view of a portion a of fig. 1.

Reference numerals: 1. a steel column; 11. a base plate; 111. a first fixing bolt; 2. beam steel; 21. a fixing plate; 22. a second fixing bolt; 23. a support plate; 3. a supporting seat; 31. a third fixing bolt; 32. A limiting plate; 4. a first fixing lever; 41. a damping spring; 42. a second fixing bar; 43. and tightly abutting against the plate.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses integrated assembled steel construction building.

Referring to fig. 1, an integrated assembly type steel structure building comprises four steel columns 1, wherein the four steel columns 1 are sequentially arranged at intervals, and the four steel columns 1 are surrounded to form a quadrilateral frame. The lower extreme of the vertical direction of four steel columns 1 all is provided with bottom plate 11, and bottom plate 11 wholly is square plate form, and an end face of each bottom plate 11 thickness all with the tip welding that corresponds steel column 1. Each bottom plate 11 is provided with a first fixing bolt 111, the first fixing bolts 111 are located at four corners of the bottom plate 11, each first fixing bolt 111 penetrates through the bottom plate 11, and one end of each first fixing bolt 111 penetrating through the bottom plate 11 is connected with the ground through threads.

Referring to fig. 1, beam steels 2 are erected between any two adjacent steel columns 1, and each beam steel 2 is horizontally arranged. Fixing plates 21 are arranged at two ends of each beam steel 2 in the length direction, the whole fixing plate 21 is in a square plate shape, and one end face of each fixing plate 21 in the thickness direction is welded with one end of the corresponding beam steel 2 in the length direction. The fixing plates 21 at the two ends of the beam steel 2 in the length direction are respectively abutted against the steel columns 1 at the two adjacent sides. All be provided with second fixing bolt 22 on each fixed plate 21, and second fixing bolt 22 is located four corners of fixed plate 21, and fixed plate 21 is all passed to the one end of each second fixing bolt 22, and the one end that each second fixing bolt 22 passed fixed plate 21 all with corresponding steel column 1 threaded connection. So that the convenience of the fixation of the girder steel 2 is improved.

Referring to fig. 2, two adjacent steel columns 1 and beam steel 2 are provided with supporting seats 3 at their corners, the supporting seats 3 are integrally square plate-shaped, four corners of each supporting seat 3 are provided with third fixing bolts 31, one end of each third fixing bolt 31 passes through the supporting seat 3, and the third fixing bolt 31 passes through one end of the supporting seat 3 and is in threaded connection with the corresponding steel column 1 or beam steel 2.

Referring to fig. 2, all be provided with limiting plate 32 on each supporting seat 3, limiting plate 32 is provided with two in the interval on corresponding supporting seat 3, and the one end of two limiting plates 32 all welds with the supporting seat 3 that corresponds, and the other end all extends to the one side of keeping away from supporting seat 3.

Referring to fig. 2, a first fixing rod 4 is disposed between two limiting plates 32 on a steel column 1, a second fixing rod 42 is disposed between two limiting plates 32 on a beam steel 2, and the first fixing rod 4 and the second fixing rod 42 between two adjacent steel columns 1 and the beam steel 2 are coaxially disposed. One end of the first fixing rod 4 is hinged to the corresponding limiting plate 32 on the steel column 1, and one end of the second fixing rod 42 is hinged to the corresponding limiting plate 32 on the beam steel 2.

Referring to fig. 2, each of the first fixing bars 4 and the corresponding second fixing bar 42 are provided with a abutting plate 43 at an end close to each other, and two adjacent abutting plates 43 are arranged in parallel and at an interval.

Referring to fig. 2, a damping member is arranged between two abutting plates 43 which are parallel to each other, the damping member includes a damping spring 41, an axis of the damping spring 41 is coaxial with an axis of the first fixing rod 4, one end of the damping spring 41 is welded to the abutting plate 43 on the first fixing rod 4, and the other end of the damping spring is welded to the abutting plate 43 on the second fixing rod 42. The damping springs 41 tightly abut against the abutting plates 43, so that the stability between the beam steel 2 and the steel column 1 is improved, and the shock resistance of the beam steel 2 and the steel column 1 is improved.

Referring to fig. 2, a supporting plate 23 is arranged between two adjacent beam steels 2 in the same horizontal direction, and two ends of the supporting plate 23 in the length direction are respectively welded to the beam steels 2 on two adjacent sides. So that the stability between the beam steels 2 is improved.

The implementation principle of the integrated assembly type steel structure building provided by the embodiment of the application is as follows: in the application, the staff fixes steel column 1 on ground through first fixing bolt 111, then fixes beam steel 2 between two adjacent steel columns 1 through second fixing bolt 22, later articulates limiting plate 32 on first dead lever 4 and second dead lever 42 and steel column 1, beam steel 2. When the vibration occurs, the damper spring 41 between the first fixing lever 4 and the second fixing lever 42 cancels a part of the force.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (5)

1. The utility model provides an integrated assembled steel construction building, includes steel column (1), steel column (1) are provided with a plurality ofly, all erect beam steel (2), its characterized in that between two arbitrary adjacent steel columns (1): a first fixing rod (4) and a second fixing rod (42) are arranged between any one of the steel columns (1) in the vertical direction and the adjacent beam steel (2), one end of the first fixing rod (4) is fixedly connected with the steel columns (1), one end of the second fixing rod (42) is fixedly connected with the beam steel (2), and a damping piece is arranged between the first fixing rod (4) and the second fixing rod (42).

2. An integrally assembled steel structural building according to claim 1, wherein: all be provided with supporting seat (3) on steel column (1) and roof beam steel (2), supporting seat (3) respectively with corresponding steel column (1) and roof beam steel (2) fixed connection, first dead lever (4) and second dead lever (42) deviate from the one end of damper and articulate with corresponding supporting seat (3) respectively.

3. An integrally assembled steel structural building according to claim 2, wherein: and one ends of the first fixing rod (4) and the second fixing rod (42) departing from the supporting seat (3) are provided with abutting plates (43).

4. An integrally assembled steel structural building according to claim 1, wherein: the damping piece comprises a damping spring (41), and two ends of the damping spring (41) are respectively fixed with the abutting plates (43) on the first fixing rod (4) and the second fixing rod (42).

5. An integrally assembled steel structural building according to claim 1, wherein: and a supporting plate (23) is arranged between any two adjacent beam steels (2), and two ends of any supporting plate (23) are fixedly connected with the adjacent beam steels (2).

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