CN210562623U

CN210562623U - Energy-saving consumption-reducing steel structure assembly

Info

Publication number: CN210562623U
Application number: CN201920911929.8U
Authority: CN
Inventors: 覃燕
Original assignee: Kalu Construction System Jiangsu Co Ltd
Current assignee: Kalu Construction System Jiangsu Co Ltd
Priority date: 2019-06-18
Filing date: 2019-06-18
Publication date: 2020-05-19
Anticipated expiration: 2029-06-18

Abstract

The utility model discloses an energy saving and consumption reduction steel structure component relates to steel construction technical field, and the steel that will consume for solving current steel structure component is great, moreover the relatively poor problem of antidetonation effect. Be provided with the stand directly over the base, the top of stand is provided with the sloping, the sloping is provided with two, and is provided with the girder between two sloping, the below of girder is provided with the crossbeam, the inner wall fixed connection of setting element and stand is all passed through at the both ends of crossbeam, the upper surface of crossbeam is provided with the down tube, and the both ends of down tube all with the lower surface of girder and the last fixed surface of crossbeam be connected, be provided with the lamination rubber support between base and the stand lower extreme, and the both ends of lamination rubber support respectively with the upper surface of base and the lower extreme fixed connection of stand, the upper end of stand and the lower extreme of sloping all are provided with the connecting plate, and the connecting plate of stand upper end and the connecting plate of sloping lower extreme pass through bolt fixed connection.

Description

Energy-saving consumption-reducing steel structure assembly

Technical Field

The utility model relates to a steel construction technical field specifically is an energy saving and consumption reduction steel structure component.

Background

Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and rust removing and preventing processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like are adopted. The components or parts are typically joined by welds, bolts or rivets. The steel has the characteristics of high strength, light dead weight, good overall rigidity and strong deformability, so the steel is particularly suitable for building large-span, ultrahigh and overweight buildings; the material has good homogeneity and isotropy, belongs to an ideal elastomer and most conforms to the basic assumption of general engineering mechanics; the material has good plasticity and toughness, can deform greatly and can bear dynamic load well; the construction period is short; the method has high industrialization degree and can be used for professional production with high mechanization degree.

The traditional steel structure assembly consumes large steel and has poor anti-seismic effect, so that an energy-saving and consumption-reducing steel structure assembly is provided.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an energy saving and consumption reduction steel structural component to the traditional steel structural component who provides in solving above-mentioned background art will consume steel great, the relatively poor problem of antidetonation effect moreover.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an energy saving and consumption reduction steel structure component, includes the base, be provided with the stand directly over the base, the top of stand is provided with the sloping, the sloping is provided with two, and is provided with the girder between two sloping, the below of girder is provided with the crossbeam, the inner wall fixed connection of setting element and stand is all passed through at the both ends of crossbeam, the upper surface of crossbeam is provided with the down tube, and the both ends of down tube all with the lower surface of girder and the last fixed surface of crossbeam are connected.

Preferably, a laminated rubber support is arranged between the base and the lower end of the upright column, and two ends of the laminated rubber support are respectively and fixedly connected with the upper surface of the base and the lower end of the upright column.

Preferably, the upper end of the upright post and the lower end of the oblique beam are both provided with connecting plates, and the connecting plate at the upper end of the upright post is fixedly connected with the connecting plate at the lower end of the oblique beam through bolts.

Preferably, a main beam groove is formed in the inner wall of one side of the main beam, a connecting hole is formed in the main beam groove, and a magnetic suction plate is arranged in the connecting hole.

Preferably, the main beam groove is provided with a main beam rod, two ends of the main beam rod are fixedly connected with the main beam through connecting holes, and two ends of the main beam rod are fixedly connected with the magnetic attraction plate inside the connecting holes.

Preferably, the outer walls of the two sides of the oblique beam are provided with oblique beam plates, a cross rod is arranged between the oblique beam plates, and the two ends of the cross rod are respectively fixedly connected with the two oblique beam plates.

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

1. the utility model discloses a laminated rubber support that sets up plays the effect that the shock insulation is exempted from to shake, thereby the both ends of laminated rubber support respectively with the upper surface of base and the effectual anti-seismic performance that improves steel structure component of the lower extreme fixed connection of stand, when the building received vibrations, vibrations and earthquake load when the operation can be born to laminated rubber support between stand and the base to reach the purpose that improves building steel construction steadiness ability, overcome traditional steel structure component antidetonation effect relatively poor.

2. The inclined beam and the main beam which are arranged play a role in bearing the building daylighting panel, the cross rods arranged between the inclined beam plates play a role in strengthening the integral structure of the inclined beam to the maximum extent on the basis of saving steel consumption, the main beam rods and the cross rods which are arranged play a role in saving steel to bear the daylighting panel, and the problem that the steel which is consumed by a traditional steel structure assembly is large is solved.

Drawings

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

FIG. 2 is a schematic view of the structure of the oblique beam of the present invention;

fig. 3 is a schematic structural view of the main beam of the present invention;

FIG. 4 is a schematic view of the internal structure of the novel main beam;

in the figure: 1. a base; 2. a laminated rubber support; 3. a column; 4. a connecting plate; 5. an oblique beam; 6. a main beam; 7. a diagonal bar; 8. a cross beam; 9. a positioning member; 10. a sloping beam plate; 11. a cross bar; 12. a main beam bar; 13. connecting holes; 14. a main beam groove; 15. and a magnetic attraction plate.

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.

Referring to fig. 1-4, the present invention provides an embodiment: the utility model provides an energy saving and consumption reduction steel structure component, including base 1, be provided with stand 3 directly over base 1, the top of stand 3 is provided with sloping 5, sloping 5 is provided with two, and be provided with girder 6 between two sloping 5, the below of girder 6 is provided with crossbeam 8, the inner wall fixed connection of setting element 9 and stand 3 is all passed through at the both ends of crossbeam 8, the upper surface of crossbeam 8 is provided with down tube 7, and the both ends of down tube 7 all with the lower surface of girder 6 and the last fixed surface of crossbeam 8 is connected.

Further, be provided with lamination rubber support 2 between base 1 and the 3 lower extremes of stand, and the both ends of lamination rubber support 2 respectively with the upper surface of base 1 and the lower extreme fixed connection of stand 3, the lamination rubber support 2 that sets up between base 1 and the 3 lower extremes of stand plays the effect of shock insulation free shock, thereby the both ends of lamination rubber support 2 respectively with the upper surface of base 1 and the effectual anti-seismic performance that improves steel construction assembly of lower extreme fixed connection of stand 3.

Further, the upper end of stand 3 and the lower extreme of sloping 5 all are provided with connecting plate 4, and connecting plate 4 of the upper end of stand 3 passes through bolt fixed connection with connecting plate 4 of the 5 lower extremes of sloping, and connecting plate 4 that the upper end of stand 3 and the lower extreme of sloping 5 all set up plays the effect of connecting stand 3 and sloping 5, and connecting plate 4 of the upper end of stand 3 and connecting plate 4 of the 5 lower extremes of sloping can make to become detachable combined mechanism between sloping 5 and the stand 3 through bolt fixed connection.

Further, be provided with girder groove 14 on the inner wall of one side of girder 6, the inside in girder groove 14 is provided with connecting hole 13, the inside of connecting hole 13 is provided with magnetic attraction board 15, girder groove 14 that sets up on the inner wall of one side of girder 6 plays the effect of accepting girder pole 12, the inside in girder groove 14 is provided with connecting hole 13 and plays the effect of connecting girder pole 12, magnetic attraction board 15 that the inside of connecting hole 13 was provided with plays the effect of fixing with girder pole both ends magnetic force.

Further, be provided with girder pole 12 on the girder groove 14, girder pole 12's both ends all through connecting

hole

13 and 6 fixed connection of girder, and girder pole 12's both ends all inhale 15 magnetic force fixed connection with the inside magnetism of connecting hole 13, and girder pole 12 that sets up on the girder groove 14 plays the effect of bearing the weight of the building plane skylight, thereby girder pole 12's both ends all inhale 15 magnetic force fixed connection with the inside magnetism of connecting hole 13 and reach the purpose of assembling girder pole 12.

Furthermore, the outer walls of the two sides of the oblique beam 5 are provided with oblique beam plates 10, cross rods 11 are arranged between the oblique beam plates 10, two ends of each cross rod 11 are fixedly connected with the two oblique beam plates 10 respectively, the oblique beam plates 10 arranged on the outer walls of the two sides of the oblique beam 5 play a role in connecting the oblique beam 5, and the cross rods 11 arranged between the oblique beam plates 10 play a role in strengthening the overall structure of the oblique beam to the maximum extent on the basis of saving steel consumption.

The working principle is as follows: when the steel structure component is used, the upright posts 3 are in butt joint with the oblique beams 5 through the connecting plates 4, the two connecting plates 4 are fixedly connected through bolts, the main beam rods 12 are installed on the main beam 6 through the connecting holes 13 in the main beam grooves 14, the main beam rods 12 are in magnetic connection with the connecting holes 13, the two cross rods 11 are installed inside the oblique beams 5, the integral structure of the oblique beams 5 is reinforced through the two cross rods 11, when a building is vibrated, the laminated rubber support 2 between the upright posts 3 and the base 1 can bear vibration and earthquake loads during operation, the oblique rods 7 on the cross beams 8 play a role of supporting the main beams 6, and finally, daylighting panels are laid on the oblique beams 5 and the main beam rods 12 of the main beams 6, so that the erection and use work of the steel structure component is completed.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention 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.

Claims

1. The utility model provides an energy saving and consumption reduction steel structure component, includes base (1), its characterized in that: be provided with stand (3) directly over base (1), the top of stand (3) is provided with sloping (5), sloping (5) are provided with two, and are provided with girder (6) between two sloping (5), the below of girder (6) is provided with crossbeam (8), the inner wall fixed connection of setting element (9) and stand (3) is all passed through at the both ends of crossbeam (8), the upper surface of crossbeam (8) is provided with down tube (7), and the both ends of down tube (7) all with the lower surface of girder (6) and the last fixed surface of crossbeam (8) is connected.

2. The energy-saving consumption-reducing steel structure component according to claim 1, characterized in that: a laminated rubber support (2) is arranged between the base (1) and the lower end of the upright post (3), and two ends of the laminated rubber support (2) are fixedly connected with the upper surface of the base (1) and the lower end of the upright post (3) respectively.

3. The energy-saving consumption-reducing steel structure component according to claim 1, characterized in that: the upper end of the upright post (3) and the lower end of the oblique beam (5) are respectively provided with a connecting plate (4), and the connecting plate (4) at the upper end of the upright post (3) is fixedly connected with the connecting plate (4) at the lower end of the oblique beam (5) through bolts.

4. The energy-saving consumption-reducing steel structure component according to claim 1, characterized in that: be provided with girder groove (14) on one side inner wall of girder (6), the inside in girder groove (14) is provided with connecting hole (13), the inside of connecting hole (13) is provided with magnetic attraction board (15).

5. The energy-saving consumption-reducing steel structure component according to claim 4, characterized in that: be provided with girder pole (12) on girder groove (14), the both ends of girder pole (12) all are through connecting hole (13) and girder (6) fixed connection, and the both ends of girder pole (12) all with inside magnetism suction disc (15) magnetic force fixed connection of connecting hole (13).

6. The energy-saving consumption-reducing steel structure component according to claim 1, characterized in that: the outer walls of two sides of the oblique beam (5) are provided with oblique beam plates (10), cross rods (11) are arranged between the oblique beam plates (10), and two ends of each cross rod (11) are fixedly connected with the two oblique beam plates (10) respectively.