Reinforced profile steel reinforced concrete structure for super high-rise building
By designing a reinforced steel reinforced concrete structure for ultra-high-rise buildings, the components of fixed connection structures can be used to achieve better splicing and fixing, which solves the instability or side cracks caused by the simplicity of traditional splicing methods and reduces safety risks.
Patent Information
- Application Number
- CN202421013541.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-11
- Publication Date
- 2025-02-07
- Estimated Expiration
- 2034-05-11
AI Technical Summary
In the poured steel reinforced concrete structure of super-high-rise buildings, the traditional splicing method is simple, which causes the steel to be unable to effectively bear stress, and is prone to instability or side cracks, which increases safety hazards.
A reinforced steel reinforced concrete structure is designed, including base, first steel, reinforced steel frame, concrete, fixed connection structure and second steel. Through the design of the fixed connection structure, better splicing and fixing is achieved using components such as fixing frames, frames, hinges and bolts.
This structure is better spliced and fixed, which avoids instability or side cracks caused by simple splicing of high-rise buildings and reduces safety risks.
Smart Images
Figure CN222435539U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of reinforced steel reinforced concrete structures of super high-rise buildings, in particular to a reinforced steel reinforced concrete structure used for super high-rise buildings. Background Art
[0002] Reinforced concrete structure refers to a structure made of concrete reinforced with steel bars. The main load-bearing components are built of reinforced concrete, including thin-shell structures, large-formwork cast-in-place structures, and reinforced concrete structures built using slipforms, lifting plates, etc. When pouring steel-reinforced concrete structures for super high-rise buildings, better splicing is required, but the traditional splicing method is relatively simple, mostly concrete pouring connections, so that the steel inside the concrete cannot be well stressed, and long-term use is prone to instability or side cracks, thereby increasing certain safety hazards. In response to the above problems, it is necessary to provide a reinforced steel-reinforced concrete structure that can better splice and fix super high-rise buildings. Utility Model Content
[0003] The purpose of the utility model is to provide a reinforced steel reinforced concrete structure for super high-rise buildings to solve the problems raised in the above-mentioned background technology.
[0004] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0005] A reinforced steel reinforced concrete structure for a super high-rise building comprises a base, a first steel section is installed on the top of the base, a steel bar skeleton is installed on the periphery of the first steel section, concrete is installed on the first steel section, a fixed connection structure is installed on the first steel section, and a second steel section is installed on the top of the fixed connection structure.
[0006] The fixed connection structure includes a fixing frame installed on the top of the steel frame, a first fixing frame is installed inside the fixing frame, a first connecting groove is opened on the first fixing frame, a first threaded hole is opened on the periphery of the fixing frame, a sleeve frame is installed on the periphery of the fixing frame, a second fixing frame is installed inside the sleeve frame, a second connecting groove is opened on the top of the second fixing frame, a first hinge is installed on a side surface of the top of the sleeve frame, a connecting plate is installed at the bottom of the first hinge, a second threaded hole is opened on the connecting plate, a first bolt is installed inside the second threaded hole, a second hinge is installed on the top of the sleeve frame, a U-shaped connecting plate is installed at the bottom of the second hinge, a third threaded hole is opened on the U-shaped connecting plate, a second bolt is installed inside the third threaded hole, and a second steel section is installed inside the sleeve frame;
[0007] As a preferred solution of the utility model, concrete is installed on the first steel sections, wherein the concrete extends to the inside of the base and the inside of the fixed connection structure.
[0008] As a preferred solution of the present invention, the first steel section extends into the interior of the fixing frame and passes through the first connecting groove.
[0009] As a preferred solution of the present invention, the second steel section extends to the interior of the sleeve frame, wherein the second steel section passes through the second connecting groove.
[0010] As a preferred solution of the utility model, the first hinge is connected to the top of the connecting plate in a rotating hinge manner, wherein the second threaded hole extends to the interior of the sleeve frame.
[0011] As a preferred solution of the utility model, the second hinge is connected to the top of the U-shaped connecting plate by a rotating hinge, wherein the third threaded hole extends to the inside of the sleeve frame.
[0012] Compared with the prior art, the beneficial effects of the utility model are:
[0013] 1. In the utility model, a reinforced steel reinforced concrete structure for super high-rise buildings is provided. By using the device to fix the connection structure, the device can be better spliced and fixed. The first connection groove of the first fixing frame on the fixed connection structure is aligned with the first steel. At this time, the fixing frame is pulled down so that the device as a whole is lowered on the first steel. After it is lowered to a certain height, it is poured into the interior of the concrete fixing frame. After the pouring is completed, the outer wall of the sleeve frame is set until the second threaded hole and the third threaded hole are aligned with the first threaded hole. At the same time, the connecting plate and the U-shaped connecting plate are respectively in the first threaded hole. The first hinge and the second hinge rotate, and at this time, the first bolt passes through the second threaded hole on the connecting plate and extends to the inside of the first threaded hole for threaded connection. At the same time, the second bolt passes through the third threaded hole on the U-shaped connecting plate and enters the inside of the first threaded hole for threaded connection, so that the fixing frame and the sleeve frame are fixedly connected, and at the same time, the bottom of the second steel section is passed through the second connecting groove on the second fixing frame until the bottom of the second steel section enters the inside of the sleeve frame, and then concrete is poured inside the sleeve frame, so that the splicing is more fixed, avoiding the simple splicing structure of high-rise buildings, resulting in instability or side cracks and safety hazards. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0015] Figure 2 It is a structural schematic diagram of the fixed connection structure of the utility model;
[0016] Figure 3 It is a schematic diagram of the split structure of the fixed connection structure of the utility model.
[0017] In the figure: 1. base; 2. first steel; 3. steel skeleton; 4. concrete; 5. fixed connection structure; 501. fixed frame; 502. first fixed frame; 503. first connecting groove; 504. first threaded hole; 505. sleeve frame; 506. second fixed frame; 507. second connecting groove; 508. first hinge; 509. connecting plate; 510. second threaded hole; 511. first bolt; 512. second hinge; 513. U-shaped connecting plate; 514. third threaded hole; 515. second bolt; 6. second steel. DETAILED DESCRIPTION
[0018] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.
[0019] In order to facilitate the understanding of the utility model, the utility model will be described more comprehensively with reference to the relevant drawings below. Several embodiments of the utility model are given. However, the utility model can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the disclosure of the utility model more thorough and comprehensive.
[0020] It should be noted that when an element is referred to as being "fixed to" another element, it may be directly on the other element or there may be a central element. When an element is considered to be "connected to" another element, it may be directly connected to the other element or there may be a central element at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only.
[0021] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art in the technical field of the present invention. The terms used herein in the specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The term "and / or" used herein includes any and all combinations of one or more related listed items.
[0022] For examples, see Figure 1-3 , the utility model provides a technical solution:
[0023] A reinforced steel reinforced concrete structure for a super high-rise building, comprising a base 1, a first steel 2 is installed on the top of the base 1, a steel frame 3 is installed on the periphery of the first steel 2, concrete 4 is installed on the first steel 2, a fixed connection structure 5 is installed on the first steel 2, and a second steel 6 is installed on the top of the fixed connection structure 5;
[0024] The concrete 4 is installed on each of the first steel sections 2 , wherein the concrete 4 extends into the inside of the base 1 and the inside of the fixed connection structure 5 , so that the concrete 4 can be shaped on the first steel sections 2 .
[0025] In this embodiment, please refer to Figure 1 , Figure 2 , Figure 3 The fixed connection structure 5 includes a fixed frame 501 installed on the top of the steel frame 3, a first fixed frame 502 is installed inside the fixed frame 501, a first connecting groove 503 is opened on the first fixed frame 502, a first threaded hole 504 is opened on the periphery of the fixed frame 501, a sleeve frame 505 is installed on the periphery of the fixed frame 501, a second fixed frame 506 is installed inside the sleeve frame 505, a second connecting groove 507 is opened on the top of the second fixed frame 506, and a first threaded hole 504 is opened on the periphery of the fixed frame 501. Hinge 508, a connecting plate 509 is installed at the bottom of the first hinge 508, a second threaded hole 510 is opened on the connecting plate 509, a first bolt 511 is installed inside the second threaded hole 510, a second hinge 512 is installed on the top of the sleeve frame 505, a U-shaped connecting plate 513 is installed at the bottom of the second hinge 512, a third threaded hole 514 is opened on the U-shaped connecting plate 513, a second bolt 515 is installed inside the third threaded hole 514, and a second steel 6 is installed inside the sleeve frame 505;
[0026] The first steel section 2 extends to the interior of the fixed frame 501 and passes through the first connecting groove 503, so that the first steel section 2 can be stuck on the first connecting groove 503, the second steel section 6 extends to the interior of the sleeve frame 505, wherein the second steel section 6 passes through the second connecting groove 507, so that the bottom of the second steel section 6 can be stuck in the second connecting groove 507, the first hinge 508 is connected to the top of the connecting plate 509 by a rotating hinge, wherein the second threaded hole 510 extends to the interior of the sleeve frame 505, so that the connecting plate 509 can be rotated through the first hinge 508, the second hinge 512 is connected to the top of the U-shaped connecting plate 513 by a rotating hinge, wherein the third threaded hole 514 extends to the interior of the sleeve frame 505, so that the U-shaped connecting plate 513 can rotate.
[0027] The working process of the utility model is as follows: when using the reinforced steel reinforced concrete structure of a super high-rise building, first fix the first steel 2 to the base 1 and pour at the same time. After everything is ready, align the first connecting groove 503 of the first fixing frame 502 on the fixed connection structure 5 with the first steel 2. At this time, pull down the fixing frame 501 so that the device as a whole descends on the first steel 2. After descending to a certain height, pour concrete 4 into the fixing frame 501. After pouring, the sleeve frame 505 is mounted on the outer wall of the fixing frame 501 until the second threaded hole 510 and the third threaded hole 514 are aligned with the first threaded hole 504. At the same time, the connecting plate 509 and the U-shaped connecting plate 513 are respectively fixed on the first hinge 508 and the third threaded hole 514. The second hinge 512 rotates, and at this time, the first bolt 511 penetrates the second threaded hole 510 on the connecting plate 509 and extends to the first threaded hole 504 for threaded connection. At the same time, the second bolt 515 penetrates the third threaded hole 514 on the U-shaped connecting plate 513 and enters the first threaded hole 504 for threaded connection, so that the fixing frame 501 and the sleeve frame 505 are fixedly connected, and at the same time, the bottom of the second steel section 6 is penetrated into the second connecting groove 507 on the second fixing frame 506 until the bottom of the second steel section 6 enters the sleeve frame 505. Then, concrete 4 is poured inside the sleeve frame 505, so that the device can be better spliced, avoiding the situation where the high-rise building is simply spliced, resulting in instability or side cracks.
[0028] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A reinforced steel reinforced concrete structure for a super high-rise building, comprising a base (1), characterized in that: A first steel section (2) is installed on the top of the base (1), a steel frame (3) is installed on the periphery of the first steel section (2), concrete (4) is installed on the first steel section (2), a fixed connection structure (5) is installed on the first steel section (2), and a second steel section (6) is installed on the top of the fixed connection structure (5); The fixed connection structure (5) comprises a fixed frame (501) installed on the top of the steel frame (3); a first fixed frame (502) is installed inside the fixed frame (501); a first connecting groove (503) is provided on the first fixed frame (502); a first threaded hole (504) is provided on the periphery of the fixed frame (501); a sleeve frame (505) is installed on the periphery of the fixed frame (501); a second fixed frame (506) is installed inside the sleeve frame (505); a second connecting groove (507) is provided on the top of the second fixed frame (506); a first hinge is installed on one side of the top of the sleeve frame (505). The first hinge (508) is provided with a connecting plate (509) at the bottom thereof, a second threaded hole (510) is provided on the connecting plate (509), a first bolt (511) is installed inside the second threaded hole (510), a second hinge (512) is provided on the top of the sleeve (505), a U-shaped connecting plate (513) is provided at the bottom of the second hinge (512), a third threaded hole (514) is provided on the U-shaped connecting plate (513), a second bolt (515) is installed inside the third threaded hole (514), and a second steel section (6) is installed inside the sleeve (505).
2. The reinforced steel reinforced concrete structure for super high-rise buildings according to claim 1, characterized in that: The first steel sections (2) are all installed with concrete (4), wherein the concrete (4) extends into the interior of the base (1) and the interior of the fixed connection structure (5).
3. The reinforced steel reinforced concrete structure for super high-rise buildings according to claim 1, characterized in that: The first steel section (2) extends into the interior of the fixing frame (501) and passes through the first connecting groove (503).
4. The reinforced steel reinforced concrete structure for super high-rise buildings according to claim 1, characterized in that: The second steel section (6) extends into the interior of the sleeve frame (505), wherein the second steel section (6) passes through the second connecting groove (507).
5. The reinforced steel reinforced concrete structure for super high-rise buildings according to claim 1, characterized in that: The first hinge (508) is connected to the top of the connecting plate (509) in a rotating hinge manner, wherein the second threaded hole (510) extends into the interior of the sleeve frame (505).
6. The reinforced steel reinforced concrete structure for super high-rise buildings according to claim 1, characterized in that: The second hinge (512) is connected to the top of the U-shaped connecting plate (513) in a rotating hinge manner, wherein the third threaded hole (514) extends into the interior of the sleeve frame (505).