Anti-seismic building body shaping base device

Abstract

The invention discloses an anti-seismic building shaping base device, and relates to the technical field of anti-seismic buildings. Comprising a trapezoidal foundation frame, the trapezoidal foundation frame can be placed in the ground, the inner wall face and the outer wall face of the trapezoidal foundation frame have inclined radians, the upper portion of the inner wall face of the trapezoidal foundation frame is connected with a plurality of first anchor chains, and the lower ends of the first anchor chains are connected with first suspended dampers; the inner wall face and the outer wall face of the first suspended damper have inclined radians, and a plurality of second anchor chains are connected to the upper portion of the inner wall face of the first suspended damper. The anti-seismic building body base is designed and can be used for any building, through connection of the dampers, the anchor chains and the steel wire ropes, multiple damping functions are achieved, the good anti-seismic effect is achieved on sudden large earthquakes, the anti-seismic effect of the building is not affected no matter where seismic waves strike, practicability is high, and the anti-seismic building body base can be used for any building. The economic cost is not high, and the method is suitable for popularization and application.

Description

Technical Field

[0001] The invention relates to the technical field of earthquake-resistant buildings, in particular to an earthquake-resistant building shaping base device. Background Art

[0002] Earthquake is a natural disaster. When an earthquake occurs, we are powerless. Modern science cannot accurately determine the location and level. The cause of earthquake is the movement, collision and compression of our earth's plates, which form high mountains and valleys. Earthquake is a natural phenomenon and is not terrible. What is terrible is the collapse of human buildings and serious casualties. Some families died and some families were broken apart. Especially in school, children are studying in fear and their grades are greatly reduced. Dangerous goods warehouses, oil depots, nuclear power plants, etc. may cause secondary damage.

[0003] In the process of realizing the present invention, the inventors found that the prior art has the following problems: the existing building foundations cannot effectively reduce the damage caused by earthquakes, especially when a large earthquake occurs, the buildings with insufficient earthquake resistance will collapse, causing serious accidents. Summary of the invention

[0004] In view of the deficiencies in the prior art, the present invention provides a seismic-resistant building fixed base device, which solves the problem that the existing building foundations cannot effectively reduce the damage caused by earthquakes, especially when a large earthquake occurs, the building with insufficient seismic resistance will collapse and cause serious accidents.

[0005] To achieve the above objectives, the present invention is implemented through the following technical solutions: an earthquake-resistant building fixed base device, comprising a trapezoidal foundation frame, the trapezoidal foundation frame can be placed in the ground, the inner and outer wall surfaces of the trapezoidal foundation frame both have inclined arcs, the upper part of the inner wall surface of the trapezoidal foundation frame is connected to a plurality of first anchor chains, the lower ends of the plurality of first anchor chains are connected to a first suspended damper, the inner and outer wall surfaces of the first suspended damper both have inclined arcs, the upper part of the inner wall surface of the first suspended damper is connected to a plurality of second anchor chains, The lower ends of several second anchor chains are connected to second suspension dampers, the upper wall of the second suspension dampers is connected to a platform plate, and the lower wall of the platform plate is provided with several steel wire ropes, and several of the steel wire ropes are movable through the second suspension dampers, the first suspension dampers and the trapezoidal foundation frame, and the lower end of the trapezoidal foundation frame is provided with several grooves, and heavyweight dampers are placed in several of the grooves, and the number of the heavyweight dampers is the same as the number of the steel wire ropes, and the heavyweight dampers are connected to the steel wire ropes.

[0006] Preferably, the trapezoidal foundation frame is made of concrete.

[0007] Preferably, the first anchor chain and the second anchor chain themselves both have a shock absorbing function.

[0008] Preferably, the first suspension damper and the second suspension damper are both made of steel.

[0009] Preferably, the platform plate is higher than the trapezoidal foundation frame and the first suspended damper, and there is no contact between them.

[0010] Preferably, the heavy damper is a vertical damper.

[0011] Beneficial Effects

[0012] The present invention provides an earthquake-resistant building shaping base device. The present invention designs an earthquake-resistant building base, which can be used for any building. The present invention has multiple shock-absorbing functions through the connection of a damper, an anchor chain and a steel wire rope, and has a good earthquake-resistant effect on sudden large earthquakes. No matter from which direction the shock wave strikes, the earthquake-resistant effect of the building is not affected. The present invention has strong practicability and low economic cost, and is suitable for popularization and use. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic diagram of the overall structure of the present invention.

[0014] In the figure: 1. trapezoidal foundation frame; 2. first suspended damper; 3. second suspended damper; 4. platform plate; 5. first anchor chain; 6. second anchor chain; 7. groove; 8. heavy damper; 9. wire rope. DETAILED DESCRIPTION

[0015] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0016] See also Figure 1The present invention provides a technical solution: an earthquake-resistant building fixed base device, comprising a trapezoidal foundation frame 1, the trapezoidal foundation frame 1 can be placed in the ground, the inner and outer wall surfaces of the trapezoidal foundation frame 1 both have an inclined arc, a plurality of first anchor chains 5 are connected to the upper part of the inner wall surface of the trapezoidal foundation frame 1, the lower ends of the plurality of first anchor chains 5 are connected to a first suspended damper 2, the inner and outer wall surfaces of the first suspended damper 2 both have an inclined arc, a plurality of second anchor chains 6 are connected to the upper part of the inner wall surface of the first suspended damper 2, and the plurality of second anchor chains 6 are connected to the lower ends of the plurality of first anchor chains 6. The lower end is connected to a second suspension damper 3, and the upper wall of the second suspension damper 3 is connected to a platform plate 4. A plurality of steel wire ropes 9 are arranged in the lower wall of the platform plate 4, and the plurality of steel wire ropes 9 are movable through the second suspension damper 3, the first suspension damper 2 and the trapezoidal foundation frame 1. A plurality of grooves 7 are opened at the lower end of the trapezoidal foundation frame 1, and heavyweight dampers 8 are placed in the plurality of grooves 7. The number of the plurality of heavyweight dampers 8 is the same as the number of the steel wire ropes 9, and the heavyweight dampers 8 are connected to the steel wire ropes 9.

[0017] This embodiment is further configured such that the trapezoidal foundation frame 1 is made of concrete.

[0018] This embodiment is further configured such that both the first anchor chain 5 and the second anchor chain 6 have a shock absorbing function.

[0019] This embodiment is further configured such that the first suspended damper 2 and the second suspended damper 3 are both made of steel.

[0020] This embodiment is further configured such that the platform plate 4 is higher than the trapezoidal foundation frame 1 and the first suspended damper 2 and no contact is made therebetween.

[0021] This embodiment is further configured that the heavy damper 8 is a vertical damper. Its detailed connection means are well known in the art. The following mainly introduces the working principle and process, and the specific operation is as follows.

[0022] Embodiment: This device changes the traditional building foundation, buries the trapezoidal foundation frame 1 into the ground, and places a plurality of heavy dampers 8 under the trapezoidal foundation frame 1. The first suspended damper 2 is connected with a first anchor chain 5 with shock absorption in the trapezoidal foundation frame 1, and the side walls of the first anchor chain 5 and the first suspended damper 2 are structures with the same inclination angle, which is convenient for connection. Similarly, the first suspended damper 2 and the second suspended damper 3 are connected with a plurality of second anchor chains 6 with shock absorption. The platform plate 4 above the second suspended damper 3 can cover the building. Since the base of the trapezoidal foundation frame 1 is heavy enough and the trapezoidal design has stronger stability, the structures of the first suspended damper 2 and the second suspended damper 3 are also heavy, and the building above the platform plate 4 will not shake easily. A plurality of steel wire ropes 9 are connected to the lower wall of the platform plate 4, and the plurality of steel wire ropes 9 pass through the second suspended damper 3, the first suspended damper 2 and the trapezoidal foundation frame 1 respectively, and are connected to the heavy damper 8. When the earthquake wave comes, the trapezoidal foundation frame 1 will be affected by the shaking, and the first anchor chain 5 connected to it will drive the first suspended damper 2 to shake. The connection between the first anchor chain 5 and the first suspended damper 2 has a shock-absorbing function, and then the second anchor chain 6 is connected to the second suspended damper 3 to reduce shock. The connection with the platform plate 4 will also reduce shock to the trapezoidal foundation frame 1, the first suspended damper 2, the second suspended damper 3 and the platform plate 4 with the assistance of the heavy damper 8. During the installation of the equipment, wind-resistant hooks should be installed at the corners of the four sides according to the structure of the building, installed in obvious positions, and connected before the typhoon comes, otherwise the typhoon will cause shaking of the building, while ordinary winds will not affect the building in normal times.

[0023] It should be noted that, in this document, relational terms such as first and second, etc. are merely used to distinguish one entity or operation from another entity or operation, but do not necessarily require or imply any actual relationship or order between these entities or operations.

Claims

1. A seismic resistant building foundation device, comprising a trapezoidal foundation frame (1), characterized in that: The trapezoidal foundation frame (1) can be placed in the ground, the inner and outer wall surfaces of the trapezoidal foundation frame (1) both have an inclined arc, the upper part of the inner wall surface of the trapezoidal foundation frame (1) is connected to a plurality of first anchor chains (5), the lower ends of the plurality of first anchor chains (5) are connected to a first suspended damper (2), the inner and outer wall surfaces of the first suspended damper (2) both have an inclined arc, the upper part of the inner wall surface of the first suspended damper (2) is connected to a plurality of second anchor chains (6), the lower ends of the plurality of second anchor chains (6) are connected to a second suspended damper (3), the second suspended damper ( 3) The upper wall is connected to a platform plate (4), and a plurality of steel wire ropes (9) are arranged in the lower wall of the platform plate (4). The plurality of steel wire ropes (9) are movable through the second suspended damper (3), the first suspended damper (2) and the trapezoidal foundation frame (1). The lower end of the trapezoidal foundation frame (1) is provided with a plurality of grooves (7), and heavy dampers (8) are placed in the plurality of grooves (7). The number of the plurality of heavy dampers (8) is the same as the number of the steel wire ropes (9), and the heavy dampers (8) are connected to the steel wire ropes (9).

2. The earthquake-resistant building shaped foundation device according to claim 1, characterized in that: The trapezoidal foundation frame (1) is made of concrete.

3. The earthquake-resistant building shaped foundation device according to claim 1, characterized in that: The first anchor chain (5) and the second anchor chain (6) themselves both have a shock absorbing function.

4. The earthquake-resistant building shaped foundation device according to claim 1, characterized in that: The first suspended damper (2) and the second suspended damper (3) are both made of steel.

5. The earthquake-resistant building shaped foundation device according to claim 1, characterized in that: The platform plate (4) is higher than the trapezoidal foundation frame (1) and the first suspended damper (2) and does not come into contact with each other.

6. The earthquake-resistant building shaped foundation device according to claim 1, characterized in that: The heavy damper (8) is a vertical damper.

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