Glass outer tower structure

Abstract

The utility model relates to the technical field of buildings, in particular to a glass outer tower structure which comprises a floor steel beam and a small steel supporting column, the lower end of the floor steel beam is fixedly connected with the small steel supporting column, the upper end of the floor steel beam is fixedly connected with a steel frame, and glass is installed on the inner wall of the steel frame. The lower end of the floor steel beam is connected with a reinforcing mechanism. Small steel supporting columns are welded through huge columns, reinforcing steel columns are arranged in the huge columns to weld the huge columns, a reinforcing frame and a supporting beam are used for reinforcing and supporting a new floor steel beam at the upper end, steel frames of different shapes are welded according to the angle of the floor steel beam at the moment, and inclined angle steel is introduced, so that on the premise that the structure safety is guaranteed, the construction cost is reduced, and the construction efficiency is improved. According to the method, more diversified space forms are created, the inclined angle steel and the position are accurately calculated, smooth transition between the tower building and the podium building is achieved, the building form which is stable and rich in visual impact is formed, and the overall attractiveness is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of construction, in particular to a glass outer tower structure. Background Art

[0002] The conversion of oblique columns between the tower and the podium is an important structural design strategy that not only enhances the overall aesthetics of the building, but also effectively optimizes space utilization and structural stability.

[0003] For example, the modular stacked tower with the authorization announcement number "CN217054497U" has solved the problem of the existing modular stacked tower that it is impossible to optimize the core tube area of ​​each floor in an individual way. The above-mentioned companies can occupy different independent modules respectively without sharing the same hall. Each module can have a separate hall dedicated to the independent module, and exclusive halls for different companies in different modules can be customized. Taking into account the existing modular stacked tower, the shape is single due to the load-bearing factor during the construction process, which reduces the overall aesthetics. Utility Model Content

[0004] The purpose of the utility model is to solve the problem that the overall aesthetics of the existing modular stacked towers is reduced, and a glass outer tower structure is proposed.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solution: a glass outer tower structure, comprising a floor steel beam and a small steel pillar, wherein the lower end of the floor steel beam is fixedly connected to the small steel pillar, and the upper end of the floor steel beam is fixedly connected to a steel frame, the inner wall of the steel frame is installed with glass, and the lower end of the floor steel beam is connected to a reinforcement mechanism.

[0006] Preferably, the reinforcement mechanism includes a reinforcement frame, the outer wall of the reinforcement frame is fixedly connected to the floor steel beam, the outer wall of the reinforcement frame is fixedly connected to the reinforcement steel column, and the outer wall of the reinforcement frame is fixedly connected to the support beam.

[0007] Preferably, the inner wall of the floor steel beam is fixedly connected to the giant column, the inner wall of the giant column is fixedly connected to the reinforcement steel column, and the inner wall of the floor steel beam is connected to a supporting mechanism.

[0008] Preferably, the support mechanism includes a support seat, the upper end of the support seat is fixedly connected to the floor steel beam, the lower end of the support seat is fixedly connected to the vertical angle steel, and the end of the vertical angle steel is fixedly connected to the oblique angle steel.

[0009] Preferably, the lower end of the vertical angle steel is fixedly connected to the base, the upper end of the base is fixedly connected to the small steel pillar, and the upper end of the base is fixedly connected to the giant pillar.

[0010] Preferably, the lower end of the base is fixedly connected to the foundation column.

[0011] The utility model proposes a glass outer tower structure, which has the following beneficial effects: small steel pillars are welded through giant columns, and reinforced steel columns are arranged inside the giant columns to weld the giant columns. The reinforcement frame and the support beam reinforce the new floor steel beams at the upper end. At this time, steel frames of different shapes are welded according to the angles of the floor steel beams, and oblique angle steels are introduced to create more diverse spatial forms while ensuring structural safety. The precise calculation of the oblique angle steels and their positions realizes a smooth transition between the tower and the podium, forming an architectural form that is both stable and visually impactful, thereby improving the overall aesthetics. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 This is a schematic diagram of the structure of the utility model;

[0013] Figure 2 for Figure 1 Schematic diagram of the cross-sectional structure in the center front view;

[0014] Figure 3 for Figure 1 Schematic diagram of the cross-sectional structure from top view;

[0015] Figure 4 for Figure 2 A in the middle is an enlarged structural diagram;

[0016] Figure 5 for Figure 2 The enlarged structural diagram at B in the middle;

[0017] Figure 6 for Figure 2 Schematic diagram of the enlarged structure of the reinforcement mechanism.

[0018] In the figure: 1. Floor steel beam, 2. Small steel pillar, 3. Steel frame, 4. Glass, 5. Reinforcement mechanism, 501. Reinforcement frame, 502. Reinforcement steel column, 503. Support beam, 6. Giant column, 7. Support mechanism, 701. Support base, 702. Vertical angle steel, 703. Diagonal angle steel, 8. Base, 9. Foundation column. DETAILED DESCRIPTION

[0019] The present invention will be further described below with reference to the accompanying drawings:

[0020] Example 1:

[0021] See also Figure 1-6: In this embodiment, a glass outer tower structure includes a floor steel beam 1 and a small steel column 2. The lower end of the floor steel beam 1 is fixedly connected to the small steel column 2, and the upper end of the floor steel beam 1 is fixedly connected to the steel frame 3. The inner wall of the steel frame 3 is installed with glass 4, and the lower end of the floor steel beam 1 is connected to a reinforcement mechanism 5.

[0022] The reinforcement mechanism 5 includes a reinforcement frame 501, which increases the supporting bearing capacity through the reinforcement frame 501 and the support beam 503, so that the bearing capacity of the lower end and the upper end is reinforced. The outer wall of the reinforcement frame 501 is fixedly connected to the floor steel beam 1, the outer wall of the reinforcement frame 501 is fixedly connected to the reinforcement steel column 502, and the outer wall of the reinforcement frame 501 is fixedly connected to the support beam 503;

[0023] Giant columns 6 are welded to small steel pillars 2. Reinforced steel columns 502 are welded inside giant columns 6. Reinforcement frames 501 and support beams 503 reinforce the new floor steel beams 1 at the upper end. At this time, steel frames 3 of different shapes are welded according to the angle of the floor steel beams 1. The introduction of diagonal angle steels 703 creates more diverse spatial forms while ensuring structural safety. The precise calculation of the diagonal angle steels 703 and their position achieves a smooth transition between the tower and the podium, forming an architectural form that is both stable and visually impactful, and improving the overall aesthetics.

[0024] The inner wall of the floor steel beam 1 is fixedly connected to the giant column 6, and the inner wall of the giant column 6 is fixedly connected to the reinforced steel column 502. The inner wall of the floor steel beam 1 is connected with a supporting mechanism 7, which includes a supporting seat 701. The overall shape can be changed through the coordination of the supporting force between the vertical angle steel 702 and the oblique angle steel 703. The upper end of the support seat 701 is fixedly connected to the floor steel beam 1, and the lower end of the support seat 701 is fixedly connected to the vertical angle steel 702. The end of the vertical angle steel 702 is fixedly connected to the oblique angle steel 703. The total offset of the oblique angle steel 703 is c=4550mm, and the total height of the third to sixth floors is h=19000mm. The lower end of the vertical angle steel 702 is fixedly connected to the base 8, the upper end of the base 8 is fixedly connected to the small steel pillar 2, the upper end of the base 8 is fixedly connected to the giant column 6, and the lower end of the base 8 is fixedly connected to the foundation column 9.

[0025] Working principle:

[0026] After being supported by the base 8 and the ground and buried underground with the foundation columns 9, the floor steel beam 1 is welded to the small steel pillar 2, and the giant pillar 6 is welded to the small steel pillar 2. Inside the giant pillar 6, there is a reinforcement steel column 502 welded to the giant pillar 6, and the reinforcement frame 501 and the support beam 503 reinforce the new floor steel beam 1 at the upper end. At this time, after welding steel frames 3 of different shapes according to the angle of the floor steel beam 1, the whole is horizontally poured with cement, and the small steel pillar 2 and the giant column 6 also need to be poured with cement for reinforcement. The glass outer tower needs to be formed into a special shape. The support seat 701 on the vertical angle steel 702 and the oblique angle steel 703 are used to extend the floor steel beam 1 and then poured with cement for reinforcement. After the overall construction is completed, the glass 4 is installed on the steel frame 3 in sequence to achieve a variety of shapes of the glass outer tower.

[0027] Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A glass exterior tower structure, comprising a floor steel beam (1) and a small steel support column (2), wherein the lower end of the floor steel beam (1) is fixedly connected to the small steel support column (2), characterized in that: The upper end of the floor steel beam (1) is fixedly connected to the steel frame (3), the inner wall of the steel frame (3) is installed with glass (4), and the lower end of the floor steel beam (1) is connected to a reinforcement mechanism (5).

2. A glass outer tower structure according to claim 1, characterized in that: The reinforcement mechanism (5) comprises a reinforcement frame (501), the outer wall of the reinforcement frame (501) being fixedly connected to the floor steel beam (1), the outer wall of the reinforcement frame (501) being fixedly connected to the reinforcement steel column (502), and the outer wall of the reinforcement frame (501) being fixedly connected to the support beam (503).

3. The glass outer tower structure according to claim 1, characterized in that: The inner wall of the floor steel beam (1) is fixedly connected to the giant column (6), the inner wall of the giant column (6) is fixedly connected to the reinforcement steel column (502), and the inner wall of the floor steel beam (1) is connected to a support mechanism (7).

4. A glass outer tower structure according to claim 3, characterized in that: The support mechanism (7) comprises a support seat (701), the upper end of the support seat (701) is fixedly connected to the floor steel beam (1), the lower end of the support seat (701) is fixedly connected to the vertical angle steel (702), and the end of the vertical angle steel (702) is fixedly connected to the oblique angle steel (703).

5. The glass outer tower structure according to claim 4, characterized in that: The lower end of the vertical angle steel (702) is fixedly connected to the base (8), the upper end of the base (8) is fixedly connected to the small steel support (2), and the upper end of the base (8) is fixedly connected to the giant column (6).

6. The glass outer tower structure according to claim 5, characterized in that: The lower end of the base (8) is fixedly connected to the foundation column (9).

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