Anti-seismic and anti-compression structure for house building construction

Abstract

The utility model relates to the technical field of house construction, and discloses an anti-seismic and anti-compression structure for house construction, which comprises an upper concrete base and a lower concrete base, the bottom of the upper concrete base is connected with a plurality of main base columns, the main base columns penetrate through the lower concrete base, the bottom of the lower concrete base is hooked and provided with a plurality of auxiliary base columns, the lower concrete base is provided with a plurality of circular grooves, and the circular grooves are communicated with the main base columns. A protruding base is arranged on the upper portion of the main foundation column, a first rubber damping base is connected between the protruding base and the bottom of the circular groove, a plurality of square grooves are formed in the lower concrete base, a plurality of square protruding columns are arranged at the bottom of the upper concrete base, and second rubber damping bases are connected between the four faces of each square protruding column and the four inner walls of the corresponding square groove. The upper concrete base and the lower concrete base form a double-foundation structure, the compression resistance of the structure is greatly improved, and meanwhile when an earthquake occurs, the shock resistance of a house can be effectively improved through the cooperation of the first rubber shock absorption seat and the second rubber shock absorption seat.

Description

Technical Field

[0001] The utility model belongs to the technical field of house construction, in particular to an earthquake-resistant and anti-compression structure for house construction. Background Art

[0002] Anti-vibration structure. The anti-vibration structure in building construction is mostly directly set on the foundation of the building, such as an anti-vibration and anti-compression structure for building construction announced by announcement No. CN213358655U, whose main characteristics are: it includes a soil layer structure; a foundation structure is buried inside the soil layer structure, and an anti-seismic structure is installed at the bottom of the foundation structure; the soil layer structure includes a stratum, a sand layer, a foundation trench, and an installation hole, a foundation trench is opened on the stratum, the foundation trench is opened at a position close to the edge, and a sand layer is arranged in a rectangular structure surrounded by the foundation trench, and an installation hole is opened at the inner end of the foundation trench.

[0003] In actual use of the above-mentioned anti-vibration and anti-compression structure for building construction: the above-mentioned building construction adopts the compression-resistant material in the middle of the bottom plate and the extended support rod to prevent vibration and compression of the building, but the above-mentioned structure can effectively reduce the impact of up and down vibrations on the house, but the seismic resistance to horizontal vibrations of earthquakes is weak, and during actual vibrations, the soil structure will shake with the earthquake, and the extended reinforcement effect of the support rod is actually not good, and it is still easy to move downward and slide. In order to solve the above-mentioned problems, an anti-vibration and anti-compression structure for building construction is proposed. Utility Model Content

[0004] The purpose of the utility model is to provide an earthquake-resistant and compression-resistant structure for building construction in order to solve the above-mentioned problems.

[0005] The technical solution adopted by the utility model is as follows: an earthquake-resistant and anti-compression structure for building construction, comprising an upper concrete base and a lower concrete base, the bottom structure of the upper concrete base is connected with a plurality of main columns, the main columns penetrate the lower concrete base, the bottom hook seat of the lower concrete base has a plurality of auxiliary columns, the lower concrete base is provided with a plurality of circular grooves, the upper part of the main columns is provided with a convex seat, a rubber shock-absorbing seat 1 is connected between the convex seat and the bottom of the circular groove, the lower concrete base is provided with a plurality of square grooves, the bottom of the upper concrete base is provided with a plurality of square convex columns, and a rubber shock-absorbing seat 2 is connected between the four sides of the square convex columns and the four inner walls of the square groove.

[0006] In a preferred embodiment, a through hole is formed at the bottom of the circular groove, the main column passes through the through hole, and a displacement space is left between the inner wall of the through hole and the outer wall of the main column.

[0007] In a preferred embodiment, a compressible displacement space is reserved around the outer wall of the convex seat and the inner wall of the circular groove.

[0008] In a preferred embodiment, a displacement space for compressing and moving up and down is reserved between the bottom of the square convex column and the bottom of the square groove.

[0009] In a preferred embodiment, the upper portion of the upper concrete foundation is constructed with a building frame column.

[0010] In summary, due to the adoption of the above technical solution, the beneficial effects of the utility model are:

[0011] 1. In the utility model, the lower concrete base is connected to the convex seat of the main base column through the rubber shock-absorbing seat 1 at the bottom of the circular groove, so that the upper concrete base and the lower concrete base form a double foundation structure, and the compression resistance of the structure is greatly improved. At the same time, when an earthquake occurs, the rubber shock-absorbing seat 1 can be used to reduce the impact of the up and down vibration of the earthquake on the house, and at the same time reduce the impact of the up and down vibration of the house on the foundation. At the same time, the rubber shock-absorbing seat 2 between the square convex column and the square groove can reduce the impact of the horizontal vibration of the earthquake on the house, and at the same time reduce the impact of the horizontal vibration of the house on the foundation, thereby improving the earthquake resistance of the house. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] Figure 1 It is a schematic diagram of the three-dimensional structure of the utility model;

[0013] Figure 2 This is a schematic diagram of the internal structure of the utility model.

[0014] Markings in the figure: 1-upper concrete base, 2-lower concrete base, 3-main base column, 4-circular groove, 5-convex seat, 6-rubber shock-absorbing seat 1, 7-square groove, 8-square convex column, 9-rubber shock-absorbing seat 2, 10-auxiliary base column, 11-through hole, 12-house frame column. DETAILED DESCRIPTION

[0015] In order to make the purpose, technical solution and advantages of the embodiments of the utility model clearer, the technical solution in the embodiments of the utility model will be clearly and completely described below in combination with the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0016] The following will be combined Figure 1-Figure 2 A seismic and compression resistant structure for building construction according to an embodiment of the utility model is described in detail.

[0017] Example:

[0018] The utility model embodiment provides a kind of building construction anti-seismic anti-compression structure, reference Figure 1 and Figure 2 As shown, it includes an upper concrete base 1, the bottom structure of the upper concrete base 1 is connected with multiple main columns 3, the upper structure of the upper concrete base 1 is provided with house frame columns 12, the main columns 3 of this structure and the upper concrete base 1 constitute the main foundation of the house, and the main columns 3 are buried deep underground, thereby ensuring the stability of the upper concrete base 1, and then ensuring the stability of the house frame columns 12.

[0019] refer to Figure 1 and Figure 2 As shown, it includes a lower concrete base 2, a main column 3 passes through the lower concrete base 2, a bottom hook seat of the lower concrete base 2 has a plurality of sub-columns 10, a plurality of circular grooves 4 are opened on the lower concrete base 2, a convex seat 5 is constructed on the upper part of the main column 3, a rubber shock-absorbing seat 6 is connected between the convex seat 5 and the bottom of the circular groove 4, in this structure, the lower concrete base 1 and the sub-column 10 form a sub-foundation, the lower concrete base 1 is connected to the convex seat 5 of the main column 3 through the rubber shock-absorbing seat 6 at the bottom of the circular groove 4, so that the upper concrete base 1 and the lower concrete base 2 form a double foundation structure, the compression resistance of the structure is greatly improved, and at the same time, when encountering an earthquake, the rubber shock-absorbing seat 6 can be used to reduce the impact of the up and down vibration of the earthquake on the house, and at the same time reduce the impact of the up and down vibration of the house on the foundation.

[0020] refer to Figure 2 As shown, a plurality of square grooves 7 are provided on the lower concrete base 2, and a plurality of square convex columns 8 are constructed at the bottom of the upper concrete base 1. Rubber shock-absorbing seats 9 are connected between the four sides of the square convex columns 8 and the four inner walls of the square grooves 7. When an earthquake occurs, the rubber shock-absorbing seats 9 between the square convex columns 8 and the square grooves 7 can reduce the impact of the horizontal vibration of the earthquake on the house.

[0021] refer to Figure 2 As shown, a compressible displacement space is reserved around the outer wall of the protrusion 5 and the inner wall of the circular groove 4. This structure conveniently provides a movable space for horizontal relative vibration displacement between the upper concrete base 1 and the lower concrete base 1.

[0022] refer to Figure 2 As shown, a displacement space for compressing and moving up and down is reserved between the bottom of the square convex column 8 and the bottom of the square groove 7. This structure conveniently provides a movable space for the relative vibration displacement between the upper concrete base 1 and the lower concrete base 1.

[0023] refer to Figure 2 As shown, a through hole 11 is opened at the bottom of the circular groove 4, the main base column 3 passes through the through hole 11, and a displacement space is left between the inner wall of the through hole 11 and the outer wall of the main base column 3. This structure uses the through hole 11 to realize that the main base column 3 passes through the lower concrete base 2, and the gap space between the through hole 11 and the main base column 3 provides a movable space for the horizontal relative vibration displacement between the main base column 3 and the lower concrete base 2.

[0024] It should be noted that the earthquake-resistant and compression-resistant foundation structure disclosed in the above-mentioned embodiment is applied to building construction.

[0025] The implementation principle of the earthquake-resistant and anti-compression structure for building construction of an embodiment of the present application is as follows: the lower concrete base 1 is connected to the convex seat 5 of the main base column 3 through the rubber shock-absorbing seat 6 at the bottom of the circular groove 4, so that the upper concrete base 1 and the lower concrete base 2 form a double foundation structure, and the structural compression resistance is greatly improved. At the same time, when an earthquake occurs, the rubber shock-absorbing seat 6 can be used to reduce the impact of the up and down vibration of the earthquake on the house, and at the same time reduce the impact of the up and down vibration of the house on the foundation. At the same time, the rubber shock-absorbing seat 9 between the square convex column 8 and the square groove 7 can reduce the impact of the horizontal vibration of the earthquake on the house, and at the same time reduce the impact of the horizontal vibration of the house on the foundation, thereby improving the earthquake resistance of the house.

[0026] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit it. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that the technical solutions described in the aforementioned embodiments may still be modified, or some of the technical features may be replaced by equivalents. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims

1. A seismic and compression resistant structure for building construction, comprising an upper concrete base (1) and a lower concrete base (2), characterized in that: The bottom structure of the upper concrete base (1) is connected with a plurality of main columns (3), the main columns (3) penetrate the lower concrete base (2), the bottom hook seat of the lower concrete base (2) has a plurality of auxiliary columns (10), the lower concrete base (2) is provided with a plurality of circular grooves (4), the upper part of the main column (3) is provided with a convex seat (5), a rubber shock-absorbing seat (6) is connected between the convex seat (5) and the bottom of the circular groove (4), the lower concrete base (2) is provided with a plurality of square grooves (7), the bottom structure of the upper concrete base (1) is provided with a plurality of square convex columns (8), and a rubber shock-absorbing seat (9) is connected between the four sides of the square convex columns (8) and the four inner walls of the square groove (7).

2. The earthquake-resistant and compression-resistant structure for building construction as claimed in claim 1, characterized in that: A through hole (11) is provided at the bottom of the circular groove (4), the main base column (3) passes through the through hole (11), and a displacement space is left between the inner wall of the through hole (11) and the outer wall of the main base column (3).

3. The earthquake-resistant and anti-compression structure for building construction as claimed in claim 1, characterized in that: A compressible and movable displacement space is reserved around the outer wall of the convex seat (5) and the inner wall of the circular groove (4).

4. The earthquake-resistant and anti-compression structure for building construction as claimed in claim 1, characterized in that: A displacement space that can be compressed and moved up and down is reserved between the bottom of the square convex column (8) and the bottom of the square groove (7).

5. The earthquake-resistant and anti-compression structure for building construction as claimed in claim 1, characterized in that: The upper part of the upper concrete base (1) is structured with a house frame column (12).

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