CN221193704U - Continuous collapse resistant structure for high-rise building - Google Patents

Continuous collapse resistant structure for high-rise building Download PDF

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Publication number
CN221193704U
CN221193704U CN202323174752.3U CN202323174752U CN221193704U CN 221193704 U CN221193704 U CN 221193704U CN 202323174752 U CN202323174752 U CN 202323174752U CN 221193704 U CN221193704 U CN 221193704U
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China
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steel
steel frame
resistant structure
continuous collapse
fixedly arranged
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CN202323174752.3U
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Chinese (zh)
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李惠清
蔡惠勇
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Jinhe Construction Group Co ltd
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Jinhe Construction Group Co ltd
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Abstract

The utility model provides a continuous collapse resistant structure for a high-rise building, and belongs to the technical field of buildings; comprising the following steps: the steel frame is welded with a baffle plate on the inner side of the steel frame, a main column is fixedly arranged in the steel frame, cross bars are fixedly arranged on two sides of the steel frame, a fixing plate is fixedly arranged on the side face of the steel frame and fixedly arranged on the steel beam through a hexagonal bolt, and a connecting plate is fixedly arranged at the upper end of the steel beam. According to the utility model, through a more stable continuous collapse resistant structure, two ends are of a steel frame structure, the steel frame structure is I-shaped, the inner parts of grooves on two sides are fixedly provided with cross bars, the cross bars perform an up-down supporting function and are connected with partition plates in the grooves, the steel frames are connected through steel beams, the steel frames are connected with the steel beams through steel cables, the stability between the steel frames and the steel beams is improved, continuous dumping is prevented when vibration occurs, inclined supporting bars are fixedly connected between the lower ends of the steel beams and the steel frames, and the stability of connection between the steel frames and the steel beams is improved.

Description

Continuous collapse resistant structure for high-rise building
Technical Field
The utility model relates to the technical field of buildings, in particular to a continuous collapse resistant structure for a high-rise building.
Background
The steel structure engineering is widely applied to the building industry due to the advantages of light weight, high strength, good plastic toughness, high manufacturing and installation mechanization degree and the like. As the probability of a building structure being subjected to accidental loading (e.g., earthquakes, fires, explosions, impacts, etc.) increases during use, the probability of structural members being damaged or failing increases significantly, potentially causing localized structural damage or even disproportionate continuous collapse damage.
When the building is at a high level of a high-rise building, a stronger structure is needed to increase the collapse-resistant structure, and the continuous collapse-resistant structure of the existing structure needs to be further reinforced to increase the collapse-resistant capability.
Disclosure of utility model
The utility model aims to solve the technical problem of providing a continuous collapse resistant structure for a high-rise building, which aims to solve the problem that the continuous collapse resistant structure of the existing structure needs to be further reinforced and the collapse resistant capability is increased.
In order to solve the technical problems, the utility model provides the following technical scheme:
A continuous collapse resistant structure for a high-rise building, comprising: the steel frame, the inboard welding of steel frame has the baffle, the inside fixed mounting of steel frame has the principal post, the both sides fixed mounting of steel frame has the cross pole, the side fixed mounting of steel frame has the fixed plate, the fixed plate passes through hexagonal bolt fixed mounting in the girder steel, the upper end fixed mounting of girder steel has the connecting plate.
In one possible implementation manner, a plurality of fastening bolts are fixedly installed inside the connecting plate, and a steel cable is fixedly connected between the steel frame and the steel beam.
In one possible implementation manner, a connecting sheet is fixedly sleeved at the lower end of the fastening bolt, the connecting sheet is connected with the steel cable, and a locking sheet is fixedly arranged at the lower end of the fastening bolt.
In one possible implementation, one end of the steel cord is connected to the steel frame by a connecting ring.
In one possible implementation, a reinforcing bolt is fixedly arranged on the side face of the steel frame, and a strong ring is sleeved outside the reinforcing bolt.
In one possible implementation, the outer part of the reinforcing bolt is fixedly provided with a tightening ring, and the inner part of the reinforcing bolt is fixedly provided with a reinforcing rod.
In one possible implementation manner, an inclined strut is fixedly installed between the side face of the steel frame and the steel beam, a mounting groove is fixedly formed in one end of the inclined strut, and the other end of the inclined strut is fixedly connected to the mounting plate.
Compared with the prior art, the utility model has at least the following beneficial effects:
in the above-mentioned scheme, through setting up more firm structure of collapsing in succession, both ends are steel frame construction, steel frame construction is the I-shaped, and the inside fixed mounting in both sides groove has the cross pole, the cross pole carries out upper and lower supporting role, be connected with the baffle in the inslot, be connected through the girder steel between the steelframe, be connected through the cable wire between steelframe and the girder steel, increase the stability between steelframe and the girder steel, prevent to carry out continuous empting when taking place vibrations, fixedly connected with diagonal brace between the lower extreme of girder steel and the steelframe, increase the steadiness of being connected between steelframe and the girder steel.
Drawings
The accompanying drawings, which are incorporated herein and form a part of the specification, illustrate embodiments of the present disclosure and, together with the description, further serve to explain the principles of the disclosure and to enable a person skilled in the pertinent art to make and use the disclosure.
FIG. 1 is a schematic perspective view of the utility model;
FIG. 2 is a schematic cross-sectional view of an inventive wire rope;
FIG. 3 is a schematic cross-sectional view of the inventive reinforcing pin;
Fig. 4 is a schematic cross-sectional view of the inventive diagonal strut.
[ Reference numerals ]
1. A steel frame; 2. a partition plate; 3. a main column; 4. a cross bar; 5. a fixing plate; 6. a hexagonal bolt; 7. a steel beam; 8. a connecting plate; 9. a wire rope; 10. a fastening bolt; 11. a connecting sheet; 12. an anti-loose sheet; 13. a connecting ring; 14. a reinforcing bolt; 15. a strong ring; 16. a reinforcing rod; 17. a compact ring; 18. a diagonal brace; 19. a mounting groove; 20. and (3) mounting a plate.
While particular structures and devices are shown in the drawings to enable a clear implementation of embodiments of the utility model, this is for illustrative purposes only and is not intended to limit the utility model to the particular structures, devices and environments, which may be modified or adapted by those of ordinary skill in the art, as desired, and which remain within the scope of the appended claims.
Detailed Description
The following describes in detail a continuous collapse resistant structure for high-rise buildings provided by the present utility model with reference to the accompanying drawings and specific embodiments. While the utility model has been described herein in terms of the preferred and preferred embodiments, the following embodiments are intended to be more illustrative, and may be implemented in many alternative ways as will occur to those of skill in the art; and the accompanying drawings are only for the purpose of describing the embodiments more specifically and are not intended to limit the utility model specifically.
It should be noted that references in the specification to "one embodiment," "an example embodiment," "some embodiments," etc., indicate that the embodiment described may include a particular feature, structure, or characteristic, but every embodiment may not necessarily include the particular feature, structure, or characteristic. Further, when a particular feature, structure, or characteristic is described in connection with an embodiment, it is submitted that it is within the knowledge of one skilled in the relevant art to effect such feature, structure, or characteristic in connection with other embodiments whether or not explicitly described.
Generally, the terminology may be understood, at least in part, from the use of context. For example, the term "one or more" as used herein may be used to describe any feature, structure, or characteristic in a singular sense, or may be used to describe a combination of features, structures, or characteristics in a plural sense, depending at least in part on the context. In addition, the term "based on" may be understood as not necessarily intended to convey an exclusive set of factors, but may instead, depending at least in part on the context, allow for other factors that are not necessarily explicitly described.
It will be understood that the meanings of "on … …", "on … …" and "over … …" in this disclosure should be interpreted in the broadest sense so that "on … …" means not only "directly on" something but also includes the meaning of "on" something with intervening features or layers therebetween, and "on … …" or "over … …" means not only "on" or "over" something, but also may include its meaning of "on" or "over" something without intervening features or layers therebetween.
Furthermore, spatially relative terms such as "under …," "under …," "lower," "above …," "upper," and the like may be used herein for ease of description to describe one element or feature's relationship to another element or feature as illustrated in the figures. Spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. The device may be otherwise oriented and the spatially relative descriptors used herein may similarly be interpreted accordingly.
As shown in fig. 1 and 2, an embodiment of the present utility model provides a continuous collapse resistant structure for a high-rise building, comprising: the steel frame 1, the inboard welding of steel frame 1 has baffle 2, increase intensity, the inside fixed mounting of steel frame 1 has principal post 3, the both sides fixed mounting of steel frame 1 has cross rod 4, increase supporting strength, the side fixed mounting of steel frame 1 has fixed plate 5, fixed plate 5 passes through hexagonal bolt 6 fixed mounting in girder steel 7, improve holistic bearing capacity, girder steel 7's upper end fixed mounting has connecting plate 8, be convenient for connect the operation, connecting plate 8's inside fixed mounting has a plurality of binding bolts 10, fixedly connected with cable 9 between steel frame 1 and the girder steel 7, increase the fastness, the fixed cover in lower extreme of binding bolt 10 is equipped with connection piece 11, connection piece 11 is connected with cable 9, the lower extreme fixed mounting of binding bolt 10 has locking piece 12, increase stability, the one end of cable 9 is connected in steel frame 1 through go on the go-between of go between, be convenient for install and connect.
As shown in fig. 3 and 4, the side of the steel frame 1 is fixedly provided with a reinforcing bolt 14, the stability of fixation is improved, the outside of the reinforcing bolt 14 is sleeved with a strong ring 15, the connection strength is improved, the outside of the reinforcing bolt 14 is fixedly provided with a compact ring 17, the inside of the reinforcing bolt 14 is fixedly provided with a reinforcing rod 16, the use strength is improved, an inclined strut 18 is fixedly arranged between the side of the steel frame 1 and the steel beam 7, one end of the inclined strut 18 is fixedly provided with a mounting groove 19, the connection and the mounting are convenient, the other end of the inclined strut 18 is fixedly connected with a mounting plate 20, and the mounting operation is convenient.
According to the technical scheme provided by the utility model, the steel beams 7 are fixedly arranged between the steel frames 1 at the two ends, so that the two ends are firmly connected, the steel frames 1 and the steel beams 7 are fixedly connected through the steel cables 9, the inside of the steel frames 1 is the main column 3, the cross bars 4 are fixedly arranged in the two sides, and the bearing capacity is increased; one end of the steel cable 9 is fixedly arranged on the side face of the steel frame 1 through a reinforcing bolt 14, the other end of the steel cable is fixedly arranged on the upper end face of the steel beam 7, and the lower end face of the steel beam 7 is fixedly connected with the steel frame 1 through an inclined stay bar 18, so that the firmness of the whole structure is improved.
The utility model is intended to cover any alternatives, modifications, equivalents, and variations that fall within the spirit and scope of the utility model. In the following description of preferred embodiments of the utility model, specific details are set forth in order to provide a thorough understanding of the utility model, and the utility model will be fully understood to those skilled in the art without such details. In other instances, well-known methods, procedures, flows, components, circuits, and the like have not been described in detail so as not to unnecessarily obscure aspects of the present utility model.
Those of ordinary skill in the art will appreciate that all or a portion of the steps in implementing the methods of the embodiments described above may be implemented by a program that instructs associated hardware, and the program may be stored on a computer readable storage medium, such as: ROM/RAM, magnetic disks, optical disks, etc.
The foregoing is merely a preferred embodiment of the present utility model and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the principles of the present utility model, which are intended to be comprehended within the scope of the present utility model.

Claims (7)

1. A continuous collapse resistant structure for a high-rise building, comprising: the steel frame (1), the inboard welding of steel frame (1) has baffle (2), the inside fixed mounting of steel frame (1) has principal post (3), the both sides fixed mounting of steel frame (1) has cross rod (4), the side fixed mounting of steel frame (1) has fixed plate (5), fixed plate (5) are through hexagonal bolt (6) fixed mounting in girder steel (7), the upper end fixed mounting of girder steel (7) has connecting plate (8).
2. The continuous collapse resistant structure for high-rise buildings according to claim 1, wherein a plurality of fastening bolts (10) are fixedly installed inside the connecting plate (8), and steel ropes (9) are fixedly connected between the steel frame (1) and the steel beams (7).
3. The continuous collapse resistant structure for high-rise buildings according to claim 2, wherein a connecting sheet (11) is fixedly sleeved at the lower end of the fastening bolt (10), the connecting sheet (11) is connected with a steel cable (9), and a locking sheet (12) is fixedly arranged at the lower end of the fastening bolt (10).
4. A structure for resisting continuous collapse of high-rise buildings according to claim 2, wherein one end of said steel cable (9) is connected to the steel frame (1) by means of a connecting ring (13).
5. The continuous collapse resistant structure for high-rise buildings according to claim 1, wherein a reinforcing bolt (14) is fixedly arranged on the side face of the steel frame (1), and a strong ring (15) is sleeved outside the reinforcing bolt (14).
6. The continuous collapse resistant structure for high-rise building according to claim 5, wherein the outside of the reinforcing pin (14) is fixedly installed with a tightening ring (17), and the inside of the reinforcing pin (14) is fixedly installed with a reinforcing rod (16).
7. The continuous collapse resistant structure for high-rise buildings according to claim 1, wherein an inclined strut (18) is fixedly arranged between the side face of the steel frame (1) and the steel beam (7), one end of the inclined strut (18) is fixedly provided with a mounting groove (19), and the other end of the inclined strut (18) is fixedly connected with a mounting plate (20).
CN202323174752.3U 2023-11-24 2023-11-24 Continuous collapse resistant structure for high-rise building Active CN221193704U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323174752.3U CN221193704U (en) 2023-11-24 2023-11-24 Continuous collapse resistant structure for high-rise building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323174752.3U CN221193704U (en) 2023-11-24 2023-11-24 Continuous collapse resistant structure for high-rise building

Publications (1)

Publication Number Publication Date
CN221193704U true CN221193704U (en) 2024-06-21

Family

ID=91525524

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202323174752.3U Active CN221193704U (en) 2023-11-24 2023-11-24 Continuous collapse resistant structure for high-rise building

Country Status (1)

Country Link
CN (1) CN221193704U (en)

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