Earthquake fortification structure for over-limit high-rise building engineering

Abstract

The utility model relates to the technical field of constructional engineering, in particular to an earthquake fortification structure for over-limit high-rise constructional engineering, which is characterized in that a plurality of positioning plates are fixedly arranged at joints of floors and bearing columns respectively, and adjusting holes are formed in the positioning plates; a plurality of anti-vibration frames are arranged between the adjacent bearing columns, each anti-vibration frame is formed by rotationally connecting two supporting rods through a rotating rod, and the ends of the anti-vibration frames are arranged in the adjusting holes through connecting assemblies; the brick wall is arranged on the shockproof frame through the limiting assembly. The quakeproof frame is conveniently installed between the floor and the bearing column through the connecting assembly, then the position of the brick wall is limited through the limiting assembly, the quakeproof frame is arranged in the brick wall, and therefore the quakeproof performance of the wall face is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building engineering, in particular to an anti-seismic fortification structure of a super-high-rise building engineering. Background Art

[0002] The main structure in the existing construction project has a high seismic performance. Since the brick walls on the main structure are connected to the main body by means of structural columns, etc., the seismic performance of the brick walls is poor. Therefore, an earthquake-resistant fortification structure for super-high-rise building projects is urgently needed to solve the above problems. Utility Model Content

[0003] The purpose of the utility model is to provide an earthquake-resistant fortification structure for super-high-rise building engineering in view of the defects and shortcomings of the prior art, and its technical features can solve the above problems.

[0004] In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions: it comprises load-bearing columns; a plurality of load-bearing columns are arranged between the floors;

[0005] It also contains:

[0006] Positioning plates, there are several positioning plates, which are respectively fixed at the connection between the floor and the load-bearing column, and the positioning plates are provided with adjustment holes;

[0007] The shockproof frame is a plurality of shockproof frames, which are arranged between adjacent load-bearing columns, and the shockproof frame is formed by two support rods connected by a rotating rod, and the ends of the shockproof frames are arranged in the adjustment holes by connecting components;

[0008] Brick wall, the brick wall is arranged on the shockproof frame by using a limiting component.

[0009] By adopting the above design scheme, the anti-seismic frame is conveniently installed between the floor and the load-bearing column using the connecting assembly, and the position of the brick wall is restricted by the limiting assembly so that the anti-seismic frame is placed inside the brick wall, thereby improving the earthquake resistance of the wall.

[0010] Preferably, the connection assembly comprises:

[0011] There are several adjusting rods, which are respectively sleeved on the ends of the shockproof frame by springs, and the two ends of the springs are respectively connected to the ends of the shockproof frame and the adjusting rods, and the adjusting rods are movably inserted into the adjusting holes, and the side walls of the adjusting rods and the shockproof frame are both provided with threaded holes;

[0012] The connecting screws are multiple in number, and the multiple connecting screws respectively pass through the side walls of the positioning plate and the adjusting rod, and are then screwed into the threaded holes.

[0013] By adopting the above design scheme, the position of the adjusting rod is controlled by using the connecting screw rod, so that the adjusting rod is fixed in the adjusting hole, thereby installing the shockproof frame at a suitable position.

[0014] Preferably, a plurality of adjusting rods are provided with a resistance pad to block the gap between the adjusting hole and the adjusting rod to prevent the anti-vibration frame from shaking.

[0015] Preferably, the limiting component comprises:

[0016] Positioning rings, wherein there are several positioning rings, and the several positioning rings are respectively fixedly arranged on the shockproof frame, and several limiting rods are respectively arranged in the positioning rings, and the limiting rods are provided with several openings at equal intervals;

[0017] The reinforcing ribs are in multiple numbers, and the multiple reinforcing ribs are respectively and movably inserted into the openings, and the reinforcing ribs are filled in the brick wall with concrete.

[0018] By adopting the above design scheme, the position of the limit rod is limited by the positioning ring, so that the reinforcing bar is installed at a suitable position, and the reinforcing bar is connected to the brick wall with the help of concrete, so as to improve the earthquake resistance of the brick wall.

[0019] Preferably, a plurality of positioning plates are provided with abutment edges, and the positioning plates are prevented from tilting during installation by limiting the position of the positioning plates.

[0020] Compared with the prior art, the beneficial effects of the utility model are:

[0021] 1. Set up a connecting assembly, use the elastic force of the spring to control the position of the adjusting rod, so that the adjusting rod is inserted into the adjusting hole, and then use the connecting screw to fix the end of the shockproof frame to the positioning plate;

[0022] 2. Set up a limit assembly, use a positioning ring to limit the position of the limit rod, and then use the combination of reinforcing bars and concrete to improve the seismic resistance of the brick wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a structural schematic diagram of the utility model.

[0024] Figure 2 It is a structural schematic diagram of a positioning plate and an adjusting rod in the utility model.

[0025] Figure 3 It is a structural schematic diagram of the shockproof frame and the adjusting rod in the utility model.

[0026] Figure 4 It is a structural schematic diagram of the shockproof frame and the limiting component in the utility model.

[0027] Description of reference numerals:

[0028] Floor 1, load-bearing column 2, positioning plate 3, adjustment hole 4, shock-proof frame 5, connection component 6, limit component 7, brick wall 8, adjustment rod 9, spring 10, threaded hole 11, connecting screw 12, contact pad 13, positioning ring 14, limit rod 15, opening 16, reinforcement rib 17, contact edge 18. DETAILED DESCRIPTION

[0029] The utility model is further described below in conjunction with the accompanying drawings.

[0030] like Figure 1 -- Figure 4 As shown, this specific embodiment adopts the following technical solution: it comprises a load-bearing column 2; a plurality of load-bearing columns 2 are arranged between the floors 1;

[0031] It also contains:

[0032] Positioning plates 3, there are several positioning plates 3, several positioning plates 3 are respectively fixedly arranged at the connection between the floor 1 and the load-bearing column 2, and the positioning plates 3 are provided with adjustment holes 4, the positioning plates 3 play a positioning role, and the positioning plates 3 are installed on the sides of the floor 1 and the load-bearing column 2 by using expansion bolts, and several positioning plates 3 are provided with abutment edges 18, and the positioning plates 3 are prevented from tilting during installation by limiting the abutment edges 18;

[0033] The shockproof frame 5 is a plurality of shockproof frames 5, which are arranged between adjacent load-bearing columns 2, and the shockproof frame 5 is formed by two support rods connected by a rotating rod, and the end of the shockproof frame 5 is arranged in the adjustment hole 4 by a connecting component 6, and the connecting component 6 includes:

[0034] The adjusting rod 9 is a plurality of adjusting rods 9, which are respectively sleeved on the ends of the shockproof frame 5 by means of springs 10, and the two ends of the springs 10 are respectively connected to the ends of the shockproof frame 5 and the adjusting rod 9, and the adjusting rod 9 is movably inserted into the adjusting hole 4, and the adjusting rod 9 and the side walls of the shockproof frame 5 are provided with threaded holes 11, and the elastic force of the springs 10 is used to facilitate the movement of the adjusting rod 9 at the ends of the shockproof frame 5, thereby adjusting the position of the adjusting rod 9 and facilitating the insertion of the adjusting rod 9 into the adjusting hole 4, and a plurality of adjusting rods 9 are provided with a resistance pad 13, which is convenient for blocking the gap between the adjusting hole 4 and the adjusting rod 9 to prevent the shockproof frame 5 from shaking;

[0035] Connecting screws 12, there are several connecting screws 12, after passing through the side walls of the positioning plate 3 and the adjusting rod 9 respectively, the threads are screwed into the threaded holes 11, and the position of the adjusting rod 9 is fixed by the connecting screws 12, so that the end of the shockproof frame 5 is fixed on the positioning plate 3;

[0036] Brick wall 8, the brick wall 8 is arranged on the shockproof frame 5 by using a limiting component 7, and the limiting component 7 includes:

[0037] Positioning rings 14, wherein there are several positioning rings 14, and the several positioning rings 14 are respectively fixedly arranged on the shockproof frame 5, and the several limiting rods 15 are respectively arranged in the positioning rings 14, and the limiting rods 15 are provided with several openings 16 at equal intervals, and the limiting rods 15 are installed in a suitable position by using the positioning rings 14, and the length of the limiting rods 15 is consistent with the width of the brick wall 8;

[0038] The reinforcing ribs 17 are in multiple numbers and are movably inserted into the openings 16 respectively. The reinforcing ribs 17 are filled in the brick wall 8 with concrete. The cooperation between the reinforcing ribs 17 and the concrete facilitates the combination of the seismic frame 5 and the brick wall 8, thereby improving the seismic resistance.

[0039] When using the utility model, the operator first uses the expansion bolt to install the positioning plate 3 at the connection between the floor 1 and the load-bearing column 2, and then unscrews the connecting screw 12, so that the adjusting rod 9 moves at the end of the shock-proof frame 5 through the spring 10, and the adjusting rod 9 is movably inserted in the adjusting hole 4, and then the connecting screw 12 is passed through the side wall of the positioning plate 3, and the thread is screwed into the corresponding threaded hole 11, so that the adjusting rod 9 is fixed in the adjusting hole 4, so that the four ends of the shock-proof frame 5 are installed on the positioning plate 3, and then the operator installs the limit rod 15 in the positioning ring 14 according to the position of the positioning ring 14, and installs several reinforcing ribs 17 in the openings 16 respectively, and uses the reinforcing ribs 17 to connect and fix the wall surface of the brick wall 8 with the concrete, thereby improving the seismic resistance of the wall surface.

[0040] After adopting the above structure, the beneficial effects of this specific implementation are as follows:

[0041] 1. A connecting assembly 6 is provided, and the elastic force of the spring 10 is used to control the position of the adjusting rod 9, so that the adjusting rod 9 is inserted into the adjusting hole 4, and then the end of the shockproof frame 5 is fixed to the positioning plate 3 with the connecting screw 12;

[0042] 2. A limit assembly 7 is provided, and a positioning ring 14 is used to limit the position of the limit rod 15 . The cooperation between the reinforcing rib 17 and the concrete is then used to improve the earthquake resistance of the brick wall 8 .

[0043] The above description is only used to illustrate the technical solution of the utility model rather than to limit it. Other modifications or equivalent substitutions made to the technical solution of the utility model by ordinary technicians in this field should be included in the scope of the claims of the utility model as long as they do not depart from the spirit and scope of the technical solution of the utility model.

Claims

1. An earthquake-resistant fortification structure for a super-high-rise building project, comprising a load-bearing column (2); a plurality of load-bearing columns (2) are arranged between floors (1); It is characterized in that It also contains: Positioning plates (3), wherein there are a plurality of positioning plates (3), and the plurality of positioning plates (3) are respectively fixedly arranged at the connection between the floor (1) and the load-bearing column (2), and adjustment holes (4) are provided on the positioning plates (3); A shockproof frame (5), wherein the shockproof frames (5) are in plurality and are arranged between adjacent load-bearing columns (2), and the shockproof frame (5) is formed by two support rods being connected by a rotating rod, and the end of the shockproof frame (5) is arranged in the adjustment hole (4) by a connecting assembly (6); A brick wall (8), wherein the brick wall (8) is arranged on the shockproof frame (5) by using a limiting component (7).

2. The seismic fortification structure of super-high-rise building engineering according to claim 1 is characterized by: The connecting component (6) comprises: An adjusting rod (9), wherein the adjusting rod (9) is in plurality, and the plurality of adjusting rods (9) are respectively sleeved on the ends of the shockproof frame (5) by means of a spring (10), the two ends of the spring (10) are respectively connected to the ends of the shockproof frame (5) and the adjusting rod (9), and the adjusting rod (9) is movably inserted into the adjusting hole (4), and a threaded hole (11) is provided on the side wall of the adjusting rod (9) and the shockproof frame (5); The connecting screw rods (12) are multiple in number. The multiple connecting screw rods (12) respectively pass through the side walls of the positioning plate (3) and the adjusting rod (9) and are then screwed into the threaded holes (11).

3. The seismic fortification structure of super-high-rise building engineering according to claim 2 is characterized by: A plurality of adjusting rods (9) are each provided with a resistance pad (13).

4. The seismic fortification structure of super-high-rise building engineering according to claim 1 is characterized by: The limiting component (7) comprises: A positioning ring (14), wherein the positioning ring (14) is in plurality and the plurality of positioning rings (14) are respectively fixedly arranged on the shockproof frame (5); a plurality of limiting rods (15) are respectively arranged in the positioning rings (14); and a plurality of openings (16) are formed on the limiting rods (15) at equal intervals and extending therethrough; The reinforcing ribs (17) are multiple, and the multiple reinforcing ribs (17) are respectively and movably inserted into the openings (16), and the reinforcing ribs (17) are filled in the brick wall (8) with concrete.

5. The seismic fortification structure of super-high-rise building engineering according to claim 1 is characterized by: A plurality of positioning plates (3) are provided with abutment edges (18).

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