CN221646007U - Frame core device for super high buildings - Google Patents

Abstract

The present application discloses a frame core tube device for super-high buildings, which belongs to the technical field of frame core tubes, including a frame body, a frame beam, a frame column and a core tube, a plurality of the frame beams and a plurality of frame columns are fixedly connected, and a plurality of the frame beams are respectively arranged around the core tube structure, and a tube hole is opened on the inner wall of the core tube. The present application sets up structures such as a mounting seat, a screw sleeve, a spring, a damper, a connecting seat and a screw rod, and uses the mounting seat to be fixedly connected with the outer wall of the core tube to support and install the shock-absorbing mechanism, and the mounting seat is threadedly connected with the screw sleeve through the screw rod to support and install the shock-absorbing spring and the damper, and the bottom end of the shock-absorbing spring is fixedly connected to the upper surface of one of the frame beams. When the elevator shaft in the core tube emits a vibration frequency, the vibration frequency transmitted to the plurality of frame beams and frame columns can be reduced by cooperating with the shock-absorbing spring and the damper, thereby reducing the use cost of the project.

Description

Frame core tube device for super high building

Technical Field

The application relates to the technical field of frame core tubes, in particular to a frame core tube device for an ultrahigh building.

Background

The core tube is formed by enclosing a central core tube at the central part of a building, a road, a stair, a cable well, a public toilet and part of equipment room, and forms an outer frame inner cylinder structure with a peripheral frame for pouring. The structure is very favorable for structural stress and has excellent shock resistance. Is a mainstream structural form widely adopted internationally. Meanwhile, the structure has the advantages that the structure can strive for a use space which is as wide as possible, various auxiliary service spaces are concentrated towards the center of a plane, the main function space occupies the optimal lighting position, and the effects of good sight and convenient internal traffic are achieved.

In the published patent with the authority of CN219548011U, the utility model relates to the technical field of building structures and provides a frame core tube device for super-high buildings, which comprises a frame cross beam, a frame longitudinal beam, a frame column and a frame core tube structure; the frame cross beams and the frame longitudinal beams are fixedly connected with the frame columns respectively, are arranged around the frame core tube structure respectively and are hinged with the frame core tube structure; the frame core tube structure comprises a first frame body, a first anti-seismic device, a hydrophobic layer, a second anti-seismic device and a second frame body; the hydrophobic layer set up in on the inner wall of first framework, first framework cover is located the outside of second framework, a plurality of first anti-seismic device and a plurality of second anti-seismic device's both ends respectively first framework with second framework bolted connection has good anti-wind and shock resistance, has good market using value.

The use cost of the engineering can be greatly increased due to the plurality of groups of damping devices, and meanwhile, in the process of installing the elevator shaft in the core tube, the elevator runs up and down or causes vibration of the core tube, and the vibration frequency is easily transmitted into the frame when the core tube vibrates, so that the whole frame can generate vibration conditions.

To this end the application proposes a frame core tube device for ultra-high buildings.

Disclosure of utility model

Aiming at the defects of the prior art, the application provides a frame core tube device for an ultrahigh building, which overcomes the defects of the prior art and aims to solve the problems that a plurality of groups of damping devices adopted by the device can greatly increase the use cost of the project, an elevator runs up and down or causes the core tube to vibrate in the process of installing an elevator shaft in the core tube, and the vibration frequency is easily transmitted into a frame when the core tube vibrates, so that the whole frame can generate vibration conditions.

In order to achieve the above purpose, the present application provides the following technical solutions: a frame core section of thick bamboo device for super high building, including frame body, frame crossbeam, frame post and core section of thick bamboo, many frame crossbeam and many frame post fixed connection, many the frame crossbeam sets up around core section of thick bamboo structure respectively, the core section of thick bamboo inner wall has been seted up a hole, and the outer wall both sides fixed mounting of core section of thick bamboo has installation mechanism, installation mechanism includes the mount pad, the upper surface of mount pad is provided with the swivel nut, and the inner wall of mount pad installs damper, damper includes damping spring, damping spring's inner wall cover is equipped with the attenuator, and damping spring's top fixedly connected with connecting seat, the top fixedly connected with screw rod of connecting seat.

Through adopting above-mentioned technical scheme, many frame crossbeams and many frame posts can play the effect of connecting and mutual pulling to the frame body to play antidetonation anti-tilt's effect.

As a preferable technical scheme of the application, the top ends of the frame columns are fixedly connected with the periphery of the bottom end of the frame body.

Through adopting above-mentioned technical scheme, be favorable to supporting the bottom of frame body, it is more firm to fix.

As a preferable technical scheme of the application, the mounting seats are respectively and fixedly mounted on two sides of the outer wall of the core tube, and the mounting seats are specifically stainless steel plate members.

By adopting the technical scheme, the adopted material is favorable for strong compression resistance and prevents rust.

As a preferable embodiment of the present application, the damper spring is specifically spiral, and the damper spring is specifically a brass spiral spring member.

By adopting the technical scheme, the adopted materials are favorable for oxidation resistance and prolonging the service life.

As a preferable technical scheme of the application, the upper surface of the connecting seat is abutted against the bottom end of the mounting seat.

By adopting the technical scheme, the damping spring and the damper are supported, and sliding during compression is avoided.

As a preferable technical scheme of the application, the top end of the screw rod is penetrated with the mounting seat and is in threaded connection with the screw sleeve.

By adopting the technical scheme, the damper is convenient to install and support and is prevented from loosening.

Compared with the prior art, the application has the beneficial effects that:

The application is provided with the structures of the mounting seat, the screw sleeve, the spring, the damper, the connecting seat, the screw rod and the like, the mounting seat is fixedly connected with the outer side wall of the core tube, the supporting and mounting damping mechanism is carried out, the screw rod penetrates through the mounting seat and is in threaded connection with the screw sleeve, the supporting and mounting damping spring and the damper are carried out, the bottom end of the damping spring is fixedly connected with the upper surface of one of the frame beams, when the elevator shaft in the core tube emits vibration frequency, the vibration frequency transmitted to a plurality of frame beams and frame columns can be reduced through the cooperation of the damping spring and the damper, and the use cost of the engineering is reduced.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present application;

FIG. 2 is a schematic view of the mounting mechanism of FIG. 1;

Fig. 3 is a schematic structural view of the shock absorbing mechanism of fig. 1.

Reference numerals illustrate:

1. A frame body; 2. a frame cross beam; 3. a frame column; 4. a core tube; 5. a cylindrical hole; 6. a mounting mechanism; 61. a mounting base; 62. a screw sleeve; 63. a damping mechanism; 631. a damping spring; 632. a damper; 633. a connecting seat; 634. and (3) a screw.

Detailed Description

The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.

Referring to fig. 1-3, a frame core tube device for an ultrahigh building comprises a frame body 1, a frame beam 2, frame columns 3 and a core tube 4, wherein the frame beams 2 and the frame columns 3 are fixedly connected, the frame beams 2 and the frame columns 3 can play roles in connecting and mutually pulling the frame body 1, so that an anti-seismic and anti-tilting effect is achieved, the frame beams 2 are respectively arranged around the core tube 4, tube holes 5 are formed in the inner wall of the core tube 4, mounting mechanisms 6 are fixedly mounted on two sides of the outer wall of the core tube 4, the top ends of the frame columns 3 are fixedly connected with the periphery of the bottom end of the frame body 1, the bottom end of the frame body 1 can be supported, and the fixation is firmer.

Referring to fig. 1-3 specifically, the mounting mechanism 6 includes a mounting seat 61, a threaded sleeve 62 is provided on an upper surface of the mounting seat 61, a damping mechanism 63 is installed on an inner wall of the mounting seat 61, the damping mechanism 63 includes a damping spring 631, a damper 632 is sleeved on an inner wall of the damping spring 631, a connection seat 633 is fixedly connected to a top end of the damping spring 631, a screw 634 is fixedly connected to a top end of the connection seat 633, the mounting seat 61 is fixedly connected to an outer side wall of the core barrel 4 to support and install the damping mechanism 63, and the damping spring 631 and the damper 632 are supported and installed by penetrating the mounting seat 61 and the threaded sleeve 62 through the screw 634.

Wherein, the bottom of damping spring 631 is fixed with the upper surface of one of them frame crossbeam 2 and is connected, when the elevator shaft in core section of thick bamboo 4 sends the vibration frequency, can reduce the vibration frequency that transmits many frame crossbeam 2 and frame post 3 through damping spring 631 and the cooperation of attenuator 632, reduces the use cost of this engineering.

Meanwhile, the mounting seats 61 are respectively and fixedly mounted on two sides of the outer wall of the core tube 4, the mounting seats 61 are specifically made of stainless steel plate members, the compression resistance is high, rust is prevented, the damping springs 631 are spiral, the damping springs 631 are specifically made of brass scroll spring members, the damping springs are oxidation-resistant, the service life is prolonged, the upper surfaces of the connecting seats 633 are abutted to the bottom ends of the mounting seats 61, the damping springs 631 and the dampers 632 can be supported, sliding during compression is avoided, the top ends of the screw rods 634 are penetrated by the mounting seats 61 and the threaded sleeves 62 in a threaded connection mode, the installation and the supporting of the dampers 632 are facilitated, and looseness is prevented.

Working principle: the frame beams 2 and the frame columns 3 can play roles in connecting and mutually pulling the frame body 1, so that an anti-vibration and anti-tilting effect is achieved, the mounting seat 61 is fixedly connected with the outer side wall of the core tube 4, the support and mounting damping mechanism 63 is supported, the screw rod 634 penetrates through the mounting seat 61 and is in threaded connection with the screw sleeve 62, the support and mounting damping spring 631 and the damper 632 are supported, the bottom end of the damping spring 631 is fixedly connected with the upper surface of one frame beam 2, when the elevator shaft in the core tube 4 emits vibration frequency, the vibration frequency transmitted to the frame beams 2 and the frame columns 3 can be reduced through the cooperation of the damping spring 631 and the damper 632, and the use cost of the engineering is reduced.

Finally, it should be noted that: in the description of the present application, it should be noted that the azimuth or positional relationship indicated by the terms "vertical", "upper", "lower", "horizontal", etc. are based on the azimuth or positional relationship shown in the drawings, and are merely for convenience of describing the present application and simplifying the description, and do not indicate or imply that the apparatus or element referred to must have a specific azimuth, be constructed and operated in a specific azimuth, and thus should not be construed as limiting the present application.

In the description of the present application, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.

The foregoing description is only a preferred embodiment of the present application, and the present application is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present application has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the protection scope of the present application.

Claims (6)

1. A frame core section of thick bamboo device for super high building, including frame body (1), frame crossbeam (2), frame post (3) and core section of thick bamboo (4), its characterized in that: many frame crossbeam (2) and many frame post (3) fixed connection, many frame crossbeam (2) are around core section of thick bamboo (4) structure setting respectively, barrel hole (5) have been seted up to core section of thick bamboo (4) inner wall, and the outer wall both sides fixed mounting of core section of thick bamboo (4) have installation mechanism (6), installation mechanism (6) are including mount pad (61), the upper surface of mount pad (61) is provided with swivel nut (62), and damper (63) are installed to the inner wall of mount pad (61), damper (63) include damping spring (631), damping spring's inner wall cover is equipped with attenuator (632), and damping spring's (631) top fixedly connected with connecting seat (633), top fixedly connected with screw rod (634) of connecting seat (633).

2. The frame core tube apparatus for ultra-high buildings of claim 1, wherein: the top ends of the frame posts (3) are fixedly connected with the periphery of the bottom end of the frame body (1).

3. The frame core tube apparatus for ultra-high buildings of claim 1, wherein: the mounting seats (61) are respectively and fixedly mounted on two sides of the outer wall of the core tube (4), and the mounting seats (61) are specifically stainless steel plate members.

4. The frame core tube apparatus for ultra-high buildings of claim 1, wherein: the damper spring (631) is embodied in a spiral shape, and the damper spring (631) is embodied in a brass spiral spring element.

5. The frame core tube apparatus for ultra-high buildings of claim 1, wherein: the upper surface of the connecting seat (633) is abutted with the bottom end of the mounting seat (61).

6. The frame core tube apparatus for ultra-high buildings of claim 1, wherein: the top end of the screw rod (634) is penetrated with the mounting seat (61) and is in threaded connection with the screw sleeve (62).