CN213653750U

CN213653750U - Stepped connecting structure for connecting beams of super high-rise building

Info

Publication number: CN213653750U
Application number: CN202021879493.8U
Authority: CN
Inventors: 王有伟
Original assignee: Shanghai Tonghua Architectural Planning And Design Co ltd
Current assignee: Shanghai Tonghua Architectural Planning And Design Co ltd
Priority date: 2020-09-02
Filing date: 2020-09-02
Publication date: 2021-07-09
Anticipated expiration: 2030-09-02

Abstract

The utility model belongs to the technical field of connection structure, especially, be a cascaded connection structure for super high-rise building is roof beam even, to the most bolt fixed connection that passes through between current even roof beam and the wall body to cause even the unable quick installation of roof beam and wall body and the problem of dismantling, the following scheme is put forward now, and it includes the base, the top of base has two mounting panels through bolt fixed mounting, and the equal fixed mounting in top of two mounting panels has the wall body, and the outside movable mounting of two wall bodies has same even roof beam, and the inside equal activity butt joint of two wall bodies has the horizon bar, and the one end that two horizon bars are close to each other all extends to the inside of even roof beam, and the inside fixed mounting of even roof beam has a plurality of stiffeners. The utility model discloses realize the wall body and the function of the quick installation of even roof beam and dismantlement, through the mounting panel that sets up to make the top at the base of installing of two stable wall bodies.

Description

Stepped connecting structure for connecting beams of super high-rise building

Technical Field

The utility model relates to a connection structure technical field especially relates to a cascaded connection structure that is used for super high-rise building even roof beam.

Background

Coupling beams refer to beams that connect wall limbs to wall limbs in shear wall structures and frame-shear wall structures, in the plane of the wall limbs. The coupling beam generally has the characteristics of small span, large section, high rigidity of a wall body connected with the coupling beam and the like. Generally, under the action of wind load and earthquake, the internal force of the coupling beam is often very large. Stiffness reduction is generally performed on the coupling beam in internal force calculation, but reduction is not generally performed in displacement calculation. It is popular. The connecting beam is a stressed member which is provided with a hole or a break between two walls (shear walls) and is increased by connecting the two walls together under stress requirements. The lower part of the connecting beam is generally provided with a hole. Wall limbs refer to portions of a shear wall that extend in two different directions, which are also commonly referred to as walls.

The existing connecting beam and the wall body are mostly fixedly connected through bolts, so that the connecting beam and the wall body cannot be quickly mounted and dismounted, and therefore a stepped connecting structure for the connecting beam of the super high-rise building is provided for solving the problems.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the current even roof beam and the wall body between mostly through bolt fixed connection to cause even roof beam and the unable quick installation of wall body and the shortcoming of dismantlement, and the cascaded connection structure who is used for super high-rise building even roof beam that proposes.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

a stepped connecting structure for a connecting beam of a super high-rise building comprises a base, wherein two mounting plates are fixedly mounted at the top of the base through bolts, walls are fixedly mounted at the tops of the two mounting plates, the outer sides of the two walls are movably mounted with the same connecting beam, horizontal rods are movably abutted to the insides of the two walls, the ends, close to each other, of the two horizontal rods extend to the insides of the connecting beam, a plurality of reinforcing rods are fixedly mounted inside the connecting beam, the ends, far away from each other, of the two horizontal rods extend to the outsides of the corresponding walls respectively and are fixedly mounted with vertical plates respectively, one sides, close to each other, of the two vertical plates are fixedly mounted with one ends of first springs respectively, the other ends of the two first springs are fixedly mounted on the outsides of the corresponding horizontal rods respectively, vertical rods are movably mounted inside the two horizontal rods, the top ends of the two vertical rods extend to the, the top of two second springs is all fixed mounting in the bottom of two horizontal plates, and the bottom fixed mounting of second spring is at the top of wall body.

Preferably, the through-hole has all been seted up at the top of mounting panel and the top of base, and the outside threaded connection of threaded rod is in the inboard of through-hole, and the outside threaded connection of threaded rod has the screw cap, and the bottom movable mounting of screw cap is at the top of mounting panel, through the threaded rod that sets up to make mounting panel and the stable connection of base.

Preferably, the top of the wall body is provided with a rectangular groove, the outer side of the vertical rod is movably abutted against the inner side of the rectangular groove, and the vertical direction of the vertical rod can be conveniently moved through the rectangular groove.

Preferably, the top of the outer side of the wall body is provided with a vertical hole, the outer side of the horizontal rod is movably arranged on the inner side of the vertical hole, and the horizontal rod can move in the horizontal direction through the vertical hole.

Preferably, a circular groove is formed in the top of the horizontal rod, the bottom end of the vertical rod is movably mounted inside the circular groove, and the vertical rod can be stably mounted inside the wall body and the connecting beam through the circular groove.

In the utility model, the stepped connecting structure for the connecting beam of the super high-rise building is characterized in that the two horizontal rods are arranged, so that the two horizontal rods are respectively inserted into the corresponding wall bodies, one ends of the two horizontal rods, which are close to each other, extend into the connecting beam, and the second spring needs to perform a resetting process through the two vertical rods, so that the bottom ends of the two vertical rods extend into the corresponding horizontal rods, and the connecting beam and the two wall bodies can be stably connected;

the utility model discloses a mounting panel that sets up to make the top at the base of installing of two stable wall bodies.

Drawings

Fig. 1 is a schematic structural view of a stepped connection structure for a super high-rise building coupling beam according to the present invention;

fig. 2 is a schematic structural view of a part a of a stepped connection structure for a super high-rise building coupling beam according to the present invention;

fig. 3 is a schematic structural diagram of a part B of the stepped connection structure for a coupling beam of a super high-rise building according to the present invention.

In the figure: 1. a wall body; 2. mounting a plate; 3. a base; 4. a threaded rod; 5. a threaded cap; 6. connecting the beams; 7. A reinforcing bar; 8. a horizontal bar; 9. a vertical plate; 10. a first spring; 11. a vertical rod; 12. a horizontal plate; 13. A second spring.

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. 1-3, a stepped connection structure for a coupling beam of a super high-rise building comprises a base 3, two mounting plates 2 are fixedly mounted at the top of the base 3 through bolts, walls 1 are fixedly mounted at the tops of the two mounting plates 2, the same coupling beam 6 is movably mounted at the outer sides of the two walls 1, horizontal rods 8 are movably abutted to the inner parts of the two walls 1, the ends, close to each other, of the two horizontal rods 8 extend to the inner parts of the coupling beam 6, a plurality of reinforcing rods 7 are fixedly mounted in the coupling beam 6, the ends, far away from each other, of the two horizontal rods 8 extend to the outer sides of the corresponding walls 1 respectively and are fixedly mounted with vertical plates 9 respectively, one ends, close to each other, of the two vertical plates 9 are fixedly mounted with one ends of first springs 10, the other ends of the two first springs 10 are fixedly mounted at the outer sides of the corresponding horizontal rods 8 respectively, vertical rods 11 are movably, the top ends of the two vertical rods 11 extend to the outer side of the wall body 1 respectively and are fixedly provided with horizontal plates 12 respectively, the bottom parts of the two horizontal plates 12 are fixedly provided with the top ends of two second springs 13, and the bottom ends of the second springs 13 are fixedly arranged at the top part of the wall body 1.

The utility model discloses in, the through-hole has all been seted up at the top of mounting panel 2 and the top of base 3, and threaded rod 4's outside threaded connection is in the inboard of through-hole, and threaded rod 4's outside threaded connection has screw cap 5, and screw cap 5's bottom movable mounting is at the top of mounting panel 2, through threaded rod 4 who sets up to make mounting panel 2 and base 3 stable being connected.

The utility model discloses in, the rectangle recess has been seted up at wall body 1's top, and montant 11's outside activity butt is in the inboard of rectangle recess, through the rectangle recess that sets up to make things convenient for the removal of montant 11's vertical direction.

The utility model discloses in, the outside top of wall body 1 has been seted up and has been found the hole, and the outside movable mounting of horizon bar 8 is in the inboard of standing the hole, through the standing hole that sets up to make horizon bar 8 can carry out the removal of horizontal direction.

The utility model discloses in, circular recess has been seted up at the top of horizon bar 8, and the bottom movable mounting of montant 11 is in the inside of circular recess, through the circular recess that sets up to make montant 11 can be with the stable inside of installing at wall body 1 and even roof beam 6 of horizon bar 8.

The working principle of the connecting structure is as follows: through two horizontal poles 8 that set up to make two horizontal poles 8 insert respectively and establish the inside at corresponding wall body 1, the one end that two horizontal poles 8 are close to each other all extends to the inside of linking roof beam 6, through two montants 11 that set up, the process that resets need be carried out to second spring 13, thereby makes the bottom of two montants 11 extend to the inside of the horizontal pole 8 that corresponds respectively, thereby makes linking roof beam 6 and two wall bodies 1 can be stable be connected.

Claims

1. The stepped connecting structure for the connecting beam of the super high-rise building comprises a base (3) and is characterized in that two mounting plates (2) are fixedly mounted at the top of the base (3) through bolts, wall bodies (1) are fixedly mounted at the tops of the two mounting plates (2), the outer sides of the two wall bodies (1) are movably mounted with one connecting beam (6), horizontal rods (8) are movably abutted to the inner parts of the two wall bodies (1), one ends, close to each other, of the two horizontal rods (8) extend to the inner parts of the connecting beam (6), a plurality of reinforcing rods (7) are fixedly mounted in the connecting beam (6), one ends, far away from each other, of the two horizontal rods (8) extend to the outer sides of the corresponding wall bodies (1) respectively and are fixedly mounted with vertical plates (9) respectively, one ends, close to each other, of first springs (10) are fixedly mounted on one sides of the two vertical plates (9, the other end of two first springs (10) is fixed mounting in the outside of the horizontal pole (8) that correspond respectively, the equal movable mounting in inside of two horizontal poles (8) has montant (11), the top of two montants (11) extends to the outside of wall body (1) respectively and fixed mounting has horizontal plate (12) respectively, the equal fixed mounting in bottom of two horizontal plates (12) has the top of two second springs (13), the bottom fixed mounting of second spring (13) is at the top of wall body (1).

2. The stepped connection structure for the coupling beam of the super high-rise building according to claim 1, wherein through holes are formed in the top of the mounting plate (2) and the top of the base (3), the outer side of the threaded rod (4) is in threaded connection with the inner side of the through holes, the outer side of the threaded rod (4) is in threaded connection with the threaded cap (5), and the bottom of the threaded cap (5) is movably mounted on the top of the mounting plate (2).

3. The stepped connection structure for the coupling beam of the super high-rise building according to claim 1, wherein a rectangular groove is formed at the top of the wall body (1), and the outer side of the vertical rod (11) is movably abutted against the inner side of the rectangular groove.

4. The stepped connection structure for the coupling beam of the super high-rise building according to claim 1, wherein a vertical hole is formed at the top of the outer side of the wall body (1), and the outer side of the horizontal rod (8) is movably installed at the inner side of the vertical hole.

5. The stepped connection structure for the coupling beam of the super high-rise building according to claim 1, wherein a circular groove is formed at the top of the horizontal rod (8), and the bottom end of the vertical rod (11) is movably installed inside the circular groove.