CN216586998U

CN216586998U - SRC system-based inner-tube-free super high-rise structure

Info

Publication number: CN216586998U
Application number: CN202122691225.4U
Authority: CN
Inventors: 汪宁
Original assignee: Nanjing Communications Institute of Technology
Current assignee: Nanjing Communications Institute of Technology
Priority date: 2021-11-05
Filing date: 2021-11-05
Publication date: 2022-05-24
Anticipated expiration: 2031-11-05

Abstract

The utility model discloses an SRC system-based non-inner-cylinder super high-rise structure, which comprises a first-stage SRC cylinder mechanism, a second-stage SRC cylinder mechanism, a first-stage SRC cross beam and a second-stage SRC cross beam, wherein the first-stage SRC cylinder mechanism is provided with a plurality of SRC cylinder mechanisms, the plurality of first-stage SRC cylinder mechanisms are transversely arranged to jointly form two groups of SRC transverse cylinder nets, the two groups of SRC transverse cylinder nets are oppositely arranged, the second-stage SRC cylinder mechanisms are provided with a plurality of second-stage SRC cylinder mechanisms which are longitudinally arranged to form two groups of SRC longitudinal cylinder nets, the two groups of SRC longitudinal cylinder nets are oppositely arranged, the sizes of the first-stage SRC cylinder mechanisms and the second-stage SRC cylinder mechanisms are completely the same, and the SRC transverse cylinder nets and the SRC longitudinal cylinder nets can be formed between the plurality of first-stage SRC cylinder mechanisms and the second-stage SRC cylinder mechanisms by arranging the first-stage SRC cylinder mechanisms and the second-stage SRC cylinder mechanisms, thereby form the overall structure component of the super high-rise structure of SRC system, conveniently carry out the structure and lay.

Description

SRC system-based inner-tube-free super high-rise structure

Technical Field

The utility model relates to a super high-rise structure, in particular to an SRC system-based inner cylinder-free super high-rise structure, and belongs to the technical field of constructional engineering.

Background

The SRC component is a steel reinforced concrete component: the concrete member with steel ribs and flexible steel bars is a structural member comprising steel rib concrete beams, steel rib concrete columns, steel rib concrete shear walls, steel rib concrete cylinders and the like, and a frame-core cylinder structure is widely applied to super high-rise buildings in China at present and consists of a core cylinder and a peripheral thin cylinder frame, wherein the column distance is generally 8-12 m, the columns and the peripheral beams form an outer frame, and the outer frame and the middle core cylinder form a whole through the beams and floor slabs. The function in the core section of thick bamboo mainly is elevator room, stairwell, piping shaft and fire control antechamber, also can put public health etc. in the core section of thick bamboo when necessary, and the tie-beam design is comparatively difficult among the current SRC system, and structural strength is lower simultaneously to lead to the compressive capacity low, inconvenient use.

SUMMERY OF THE UTILITY MODEL

The utility model provides an SRC system-based inner-cylinder-free super high-rise structure, which is used for solving the problems in the background art.

In order to solve the technical problems, the utility model provides the following technical scheme:

the utility model relates to an SRC system-based non-inner-cylinder super high-rise structure, which comprises a first-stage SRC cylinder mechanism and a second-stage SRC cylinder mechanism, one-level SRC crossbeam and second grade SRC crossbeam, one-level SRC cylinder mechanism is provided with a plurality of, the horizontal cylinder net of SRC is constituteed jointly to a plurality of one-level SRC cylinder mechanism transverse arrangement, the horizontal cylinder net of SRC is totally two sets of, two sets of the horizontal cylinder net of SRC set up relatively, second grade SRC cylinder mechanism is provided with a plurality of, a plurality of second grade SRC cylinder mechanism longitudinal arrangement sets up and constitutes the vertical cylinder net of SRC, the vertical cylinder net of SRC is provided with two sets ofly, two sets of the vertical cylinder nets of SRC set up relatively, one-level SRC cylinder mechanism and second grade SRC cylinder mechanism structure size are the same completely, one-level SRC cylinder mechanism includes the SRC main cylinder, SRC main cylinder upper surface fixed mounting has one-level reinforcing base station, SRC main cylinder lower surface fixed mounting has the second grade reinforcing base station, fixed mounting has three evenly distributed's auxiliary support post between one-level reinforcing base station and the second grade reinforcing base station.

Furthermore, for better system connection, a first-stage SRC longitudinal beam is fixedly installed between the second-stage SRC cylinder mechanisms of the SRC longitudinal cylinder network through welding, and a first-stage SRC cross beam is fixedly installed on the side wall of each second-stage SRC cylinder mechanism through welding.

Furthermore, in order to improve the connection performance between the structures, a second-level SRC longitudinal beam is fixedly connected between the first-level SRC cylinder mechanisms between the two opposite SRC transverse cylinder networks, and a second-level SRC cross beam is fixedly installed between the two adjacent first-level SRC cylinder mechanisms through welding.

Further, for better use, the upper surface of the first-stage reinforcing base is fixedly provided with an SRC upper fixing block, and the lower surface of the second-stage reinforcing base is fixedly provided with an SRC lower fixing block.

Compared with the prior art, the utility model has the following beneficial effects:

1. through being provided with one-level SRC cylinder mechanism and second grade SRC cylinder mechanism, can form the horizontal cylinder net of SRC and the vertical cylinder net of SRC between a plurality of one-level SRC cylinder mechanisms and the second grade SRC cylinder mechanism, thereby form the overall structure component of the super high-rise structure of SRC system, conveniently carry out the structure and lay, performance is good, through being provided with one-level SRC crossbeam, one-level SRC longeron, second grade SRC longeron and second grade SRC crossbeam, one-level SRC crossbeam through setting up, one-level SRC longeron, second grade SRC longeron and second grade SRC crossbeam can carry out fixed connection with the horizontal cylinder net of SRC and the vertical cylinder net of SRC respectively, thereby can accomplish the work of building of the super high-rise of no inner tube of whole SRC system, and connect simple design, and it is practical convenient.

2. Through be provided with one-level reinforcement base station and second grade reinforcement base station at one-level SRC cylinder mechanism, consolidate the base station and can regard as the top reinforcement to use through the one-level reinforcement base station that sets up and second grade reinforcement base station, and be provided with SRC auxiliary stay post between one-level reinforcement base station and the second grade reinforcement base station, SRC auxiliary stay post through setting up can improve the whole compressive strength of this SRC main cylinder, better structural performance has, and outside crossbeam and longeron structure can be connected to the fixed block under fixed block and the SRC on the SRC through setting up, conveniently carry out the work of building of the super high-rise structure of SRC system, high durability and convenient use, and simple structure, better structural strength has.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.

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

FIG. 2 is a schematic structural diagram of a first stage SRC column mechanism of the present invention;

FIG. 3 is an enlarged view of the area A of FIG. 1 according to the present invention;

fig. 4 is a schematic diagram of the SRC framework architecture of the present invention.

In the figure: 1. a first stage SRC cylinder mechanism; 101. an SRC main column; 102. a primary reinforcing base station; 103. a secondary reinforcing base station; 104. fixing a block on the SRC; 105. SRC lower fixed block; 106. SRC auxiliary support columns; 2. a first stage SRC cylinder mechanism; 3. a first stage SRC beam; 4. a first stage SRC longitudinal beam; 5. a second stage SRC stringer; 6. a second stage SRC beam.

Detailed Description

For further explanation of the various embodiments, the drawings which form a part of the disclosure and which are incorporated in and constitute a part of this specification, illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and to enable others of ordinary skill in the art to understand the various embodiments and advantages of the utility model, and, by reference to these figures, reference is made to the accompanying drawings, which are not to scale and wherein like reference numerals generally refer to like elements.

According to an embodiment of the present invention, an SRC system-based inner-barrel-free super high-rise structure is provided.

Referring to the drawings and the detailed description, the utility model is further explained, as shown in fig. 1-4, an SRC system-based non-inner-cylinder super high-rise structure according to an embodiment of the utility model includes a first-stage SRC cylindrical mechanism 1, a second-stage SRC cylindrical mechanism 2, a first-stage SRC beam 3, and a second-stage SRC beam, where the first-stage SRC cylindrical mechanism 1 is provided with a plurality of first-stage SRC cylindrical mechanisms 1, the plurality of first-stage SRC cylindrical mechanisms 1 are transversely arranged to form a first SRC transverse cylindrical network, the first SRC transverse cylindrical networks are two sets, the two sets of first SRC transverse cylindrical networks are oppositely arranged, the second-stage SRC cylindrical mechanisms 2 are provided with a plurality of second-stage SRC cylindrical mechanisms 2, the plurality of second-stage SRC cylindrical mechanisms 2 are longitudinally arranged to form a second longitudinal cylindrical network, the two sets of first SRC longitudinal cylindrical networks are oppositely arranged, the first-stage SRC cylindrical mechanisms 1 and the second longitudinal cylindrical mechanisms 2 have the same structural size, and the first-stage SRC cylindrical mechanism 1 includes a main cylinder 101, the upper surface of the SRC main column body 101 is fixedly provided with a first-stage reinforcing base platform 102, the lower surface of the SRC main column body 101 is fixedly provided with a second-stage reinforcing base platform 103, and three SRC auxiliary supporting columns 106 which are uniformly distributed are fixedly arranged between the first-stage reinforcing base platform 102 and the second-stage reinforcing base platform 103.

In one embodiment, a first-stage SRC longitudinal beam 4 is fixedly installed between a plurality of second-stage SRC column mechanisms 2 of the SRC longitudinal column network by welding, and a first-stage SRC cross beam 3 is fixedly installed on a side wall of the plurality of second-stage SRC column mechanisms 2 by welding.

In one embodiment, a second-stage SRC longitudinal beam 5 is fixedly connected between the first-stage SRC column mechanisms 1 between two opposite SRC transverse column networks, and a second-stage SRC cross beam 6 is fixedly installed between two adjacent first-stage SRC column mechanisms 1 by welding.

In one embodiment, the upper surface of the primary reinforcing base 102 is fixedly provided with an upper SRC fixing block 104, and the lower surface of the secondary reinforcing base 103 is fixedly provided with a lower SRC fixing block 105.

The working principle is as follows: through arranging the first-stage SRC cylinder mechanism 1 and the second-stage SRC cylinder mechanism 2, an SRC transverse cylinder net and an SRC longitudinal cylinder net can be formed between a plurality of first-stage SRC cylinder mechanisms 1 and second-stage SRC cylinder mechanisms 2, so that an integral structural member of a super high-rise structure of an SRC system is formed, the structure is convenient to lay, the using performance is good, through arranging the first-stage SRC cross beam 3, the first-stage SRC longitudinal beam 4, the second-stage SRC longitudinal beam 5 and the second-stage SRC cross beam 6, the built construction work of the whole SRC system without an inner cylinder and a super high-rise building can be completed through fixedly connecting the first-stage SRC cross beam 3, the first-stage SRC longitudinal beam 4, the second-stage SRC longitudinal beam and the second-stage SRC cross beam 6 with the SRC transverse cylinder net and the SRC longitudinal cylinder net, the connection design is simple, the use is convenient, through arranging the first-stage reinforcing base 102 and the second-stage reinforcing base 103 on the first-stage SRC cylinder mechanism 1, and be provided with SRC auxiliary stay post 106 between one-level reinforcing base station 102 and the second grade reinforcing base station 103, SRC auxiliary stay post 106 through setting up can improve this SRC main column body 101's whole compressive strength, has better structural usability, and fixed block 105 can connect outside crossbeam and longeron structure under fixed block 104 and the SRC on the SRC through setting up, conveniently carries out the work of building of the super high-rise structure of SRC system, convenient to use, and simple structure has better structural strength.

In summary, with the above technical solutions of the present invention, the technical problems of the prior art that the connecting beam in the existing SRC system is difficult to design and has low structural strength, which results in low compressive capacity and inconvenient use, are solved.

In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "disposed," "connected," "secured," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically limited, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to specific situations.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims

1. The structure is characterized by comprising a first-stage SRC cylinder mechanism (1), a second-stage SRC cylinder mechanism (2), a first-stage SRC cross beam (3) and a second-stage SRC cross beam, wherein the first-stage SRC cylinder mechanism (1) is provided with a plurality of SRC cylinder mechanisms (1), the plurality of first-stage SRC cylinder mechanisms (1) are transversely arranged to jointly form an SRC transverse cylinder network, the number of the SRC transverse cylinder networks is two, the two groups of SRC transverse cylinder networks are oppositely arranged, the number of the second-stage SRC cylinder mechanisms (2) is provided with a plurality of SRC cylinder mechanisms (2), the two groups of SRC longitudinal cylinder networks are longitudinally arranged and form an SRC longitudinal cylinder network, the two groups of SRC longitudinal cylinder networks are oppositely arranged, the sizes of the SRC first-stage SRC cylinder mechanisms (1) and the second-stage SRC cylinder mechanisms (2) are completely the same, and the first-stage SRC cylinder mechanism (1) comprises a main SRC cylinder (101), the upper surface of the SRC main column body (101) is fixedly provided with a primary reinforcing base table (102), the lower surface of the SRC main column body (101) is fixedly provided with a secondary reinforcing base table (103), and three SRC auxiliary supporting columns (106) which are uniformly distributed are fixedly arranged between the primary reinforcing base table (102) and the secondary reinforcing base table (103).

2. The SRC system-based topless architecture of claim 1, wherein: a first-stage SRC longitudinal beam (4) is fixedly arranged among a plurality of second-stage SRC cylinder mechanisms (2) of the SRC longitudinal cylinder net through welding, and a first-stage SRC cross beam (3) is fixedly arranged on the side wall of the second-stage SRC cylinder mechanisms (2) through welding.

3. The SRC system-based topless architecture of claim 1, wherein: a second-stage SRC longitudinal beam (5) is fixedly connected between the first-stage SRC cylinder mechanisms (1) between the two opposite SRC transverse cylinder networks, and a second-stage SRC cross beam (6) is fixedly installed between every two adjacent first-stage SRC cylinder mechanisms (1) through welding.

4. The SRC system-based topless architecture of claim 1, wherein: the upper surface of the primary reinforcing base (102) is fixedly provided with an SRC upper fixing block (104), and the lower surface of the secondary reinforcing base (103) is fixedly provided with an SRC lower fixing block (105).