CN210597709U

CN210597709U - Novel civil engineering split type building earthquake-resistant structure

Info

Publication number: CN210597709U
Application number: CN201921425578.6U
Authority: CN
Inventors: 杨滨斌
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-08-30
Filing date: 2019-08-30
Publication date: 2020-05-22
Anticipated expiration: 2029-08-30

Abstract

The utility model discloses a novel split type building antidetonation structure of civil engineering relates to the civil engineering field, including the soil basic unit, the foundation ditch has been seted up to the upper surface of soil basic unit, the interior diapire fixedly connected with filler soil basic unit of foundation ditch, the bottom of the interior diapire fixed connection longitudinal reinforcement of foundation ditch, the bottom both sides of longitudinal reinforcement all are provided with the support chimb, the bottom outside fixedly connected with concrete filling layer of longitudinal reinforcement, the last fixed surface of filler soil basic unit is connected with the gravel layer, the middle part outside fixedly connected with of longitudinal reinforcement draws in the fixed plate in. The utility model discloses a set up the longitudinal reinforcement in the soil matrix to cooperation through longitudinal reinforcement and concrete filling layer and concrete layer is used, can improve the ground nature of grabbing of building, and it is more firm to make the building, has also established the basis for combatting earthquake simultaneously, through set up the support chimb on the longitudinal reinforcement, facilitates for installation and fixed longitudinal reinforcement.

Description

Novel civil engineering split type building earthquake-resistant structure

Technical Field

The utility model relates to a civil engineering field, in particular to novel split type building earthquake-resistant structure of civil engineering.

Background

Earthquake is a geological disaster causing the greatest loss to human society in all natural disasters, and one of the direct disasters is collapse of a building during earthquake, which is a great factor causing economic loss and casualties.

In the prior art, a building is firmly combined by a foundation and a building in a whole body, and the building structure is suitable for an area with a relatively stable crust.

Therefore, it is necessary to invent a new anti-seismic structure of civil engineering split building to solve the above problems.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a novel split type building earthquake-resistant structure of civil engineering to solve the current building that proposes in the above-mentioned background art and be the firm combination of a form for ground and building, this kind of building structure is applicable to the more stable area of crust, but if establish in the more frequent area of crust motion, then can swing because of the inertia that receives the crust activity, is shaken the problem that collapses easily.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel split type building antidetonation structure of civil engineering, includes the soil basic unit, the foundation ditch has been seted up to the upper surface of soil basic unit, the interior diapire fixedly connected with filler soil basic unit of foundation ditch, the bottom of the interior diapire fixed connection longitudinal reinforcement of foundation ditch, the bottom both sides of longitudinal reinforcement all are provided with the support chimb, the bottom outside fixedly connected with concrete filling layer of longitudinal reinforcement, the last fixed surface of filler soil basic unit is connected with gravel layer, the middle part outside fixedly connected with of longitudinal reinforcement draws in the fixed plate in, gravel layer's last fixed surface is connected with concrete layer, gravel layer's top is provided with horizontal reinforcing bar, horizontal reinforcing bar's surface cover is equipped with the strengthening rib, concrete layer's last fixed surface is connected with the soil covering.

Optionally, buffer pits are formed in both sides of the inner bottom wall of the foundation pit;

and the inner bottom wall of the buffer pit is fixedly connected with a rubber column.

Optionally, a spring is sleeved outside the rubber column;

and concrete is filled in the buffer pit.

Optionally, a reinforcing plate is fixedly connected to the outer side of the transverse steel bar;

the transverse steel bars and the reinforcing plates are both positioned in the concrete layer and fixedly connected with the concrete layer.

Optionally, a groove pit is formed on the surface of the filling soil base layer;

and the concrete filling layer is positioned in the groove pit and is fixedly connected with the filling soil base layer.

The utility model discloses a technological effect and advantage:

1. the utility model discloses a set up the longitudinal reinforcement in the soil matrix to cooperation through longitudinal reinforcement and concrete filling layer and concrete layer is used, can improve the ground nature of grabbing of building, and it is more firm to make the building, has also established the basis for combatting earthquake simultaneously, through set up the support chimb on the longitudinal reinforcement, facilitates for installation and fixed longitudinal reinforcement.

2. The utility model discloses when the shock of power about the soil basal layer takes place, through set up horizontal reinforcing bar in concrete layer, can reduce the fluctuation that the earthquake produced by a wide margin, guarantee the stability of building, when the shock of power about the soil basal layer takes place, can offset the fluctuation about the earthquake produces through set up rubber post and spring in the soil basal layer, just so can guarantee the stability of building, the whole anti-seismic performance that has improved the building, through set up strengthening rib and reinforcing plate outside horizontal reinforcing bar, the intensity of reinforcing horizontal reinforcing bar that can be very big, thereby improve the anti-seismic effect of horizontal reinforcing bar.

Drawings

Fig. 1 is a schematic view of the structure of the present invention.

Fig. 2 is a schematic view of the front view and the sectional view of the structure of the present invention.

In the figure: 1. a soil base layer; 2. a foundation pit; 3. filling a soil base layer; 4. longitudinal reinforcing steel bars; 5. a support flange; 6. a concrete filling layer; 7. a sandstone layer; 8. drawing in the fixed plate; 9. transverse reinforcing steel bars; 10. reinforcing ribs; 11. a concrete layer; 12. a soil covering layer; 13. a buffer pit; 14. a rubber column; 15. a spring; 16. a reinforcing plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship indicated based on the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.

In the present invention, unless otherwise expressly stated or limited, the terms "disposed," "mounted," "connected," and "fixed" are to be construed broadly, e.g., as meaning either a fixed connection or a removable connection; may be a mechanical connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

The utility model provides a novel civil engineering split type building earthquake-resistant structure as shown in figure 1-2, which comprises a soil base layer 1, wherein the upper surface of the soil base layer 1 is provided with a foundation pit 2, both sides of the inner bottom wall of the foundation pit 2 are provided with buffer pits 13, the inner bottom wall of the buffer pits 13 is fixedly connected with a rubber column 14, the outer side of the rubber column 14 is sheathed with a spring 15, the buffer pits 13 are filled with concrete, when the soil base layer 1 vibrates in vertical force, the fluctuation generated by earthquake can be counteracted by arranging the rubber column 14 and the spring 15 in the soil base layer 1, thus ensuring the stability of the building, integrally improving the earthquake-resistant performance of the building, the inner bottom wall of the foundation pit 2 is fixedly connected with a filled soil base layer 3, the inner bottom wall of the foundation pit 2 is fixedly connected with the bottom end of a longitudinal steel bar 4, both sides of the bottom of the longitudinal steel bar 4 are provided with supporting convex edges 5, by, the longitudinal steel bars 4 are convenient to install and fix, the outer sides of the bottoms of the longitudinal steel bars 4 are fixedly connected with the concrete filling layers 6, the surfaces of the filling soil base layers 3 are provided with groove pits, the concrete filling layers 6 are positioned in the groove pits and fixedly connected with the filling soil base layers 3, the upper surfaces of the filling soil base layers 3 are fixedly connected with the gravel layers 7, the outer sides of the middle parts of the longitudinal steel bars 4 are fixedly connected with the furling fixing plates 8, the upper surfaces of the gravel layers 7 are fixedly connected with the concrete layers 11, the transverse steel bars 9 are arranged above the gravel layers 7, the outer sides of the transverse steel bars 9 are fixedly connected with the reinforcing plates 16, the transverse steel bars 9 and the reinforcing plates 16 are positioned in the concrete layers 11 and fixedly connected with the concrete layers 11, the longitudinal steel bars 4 are arranged in the soil base layers 1, and the longitudinal steel bars 4, the concrete filling layers 6 and the concrete layers 11 are matched for, make the building more firm, also establish the basis for the antidetonation simultaneously, when the shock of power about taking place in soil basic unit 1, through set up horizontal reinforcing bar 9 in concrete layer 11, can reduce the fluctuation that the earthquake produced by a wide margin, guarantee the stability of building, the surface cover of horizontal reinforcing bar 9 is equipped with strengthening rib 10, concrete layer 11's last fixed surface is connected with soil coating 12, through set up strengthening rib 10 and reinforcing plate 16 outside horizontal reinforcing bar 9, the intensity of the horizontal reinforcing bar 9 of reinforcing that can be very big, thereby improve the antidetonation effect of horizontal reinforcing bar 9.

This practical theory of operation: when the shock of power about taking place in soil basic unit 1, through set up horizontal reinforcing bar 9 in concrete layer 11, can reduce the fluctuation that the earthquake produced by a wide margin, guarantee the stability of building, when the shock of power about taking place in soil basic unit 1, through set up rubber column 14 and spring 15 in soil basic unit 1 and can offset the fluctuation about the earthquake produces, just so can guarantee the stability of building, the whole anti-seismic performance that has improved the building, through set up strengthening rib 10 and reinforcing plate 16 outside horizontal reinforcing bar 9, the intensity of horizontal reinforcing bar 9 of reinforcing that can be very big, thereby improve the antidetonation effect of horizontal reinforcing bar 9.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.

Claims

1. The utility model provides a novel split type building earthquake-resistant structure of civil engineering, includes soil basic unit (1), its characterized in that: a foundation pit (2) is arranged on the upper surface of the soil base layer (1), a filling soil base layer (3) is fixedly connected with the inner bottom wall of the foundation pit (2), the inner bottom wall of the foundation pit (2) is fixedly connected with the bottom end of a longitudinal steel bar (4), both sides of the bottom of the longitudinal steel bar (4) are provided with supporting convex edges (5), the outer side of the bottom of the longitudinal steel bar (4) is fixedly connected with a concrete filling layer (6), the upper surface of the filling soil base layer (3) is fixedly connected with a sandstone layer (7), the outer side of the middle part of the longitudinal steel bar (4) is fixedly connected with a furling fixing plate (8), the upper surface of the gravel layer (7) is fixedly connected with a concrete layer (11), a transverse reinforcing steel bar (9) is arranged above the gravel layer (7), a reinforcing rib (10) is sleeved on the outer surface of the transverse reinforcing steel bar (9), and the upper surface of the concrete layer (11) is fixedly connected with a soil covering layer (12).

2. A novel civil engineering split building antidetonation structure of claim 1, characterized in that:

two sides of the inner bottom wall of the foundation pit (2) are provided with buffer pits (13);

the inner bottom wall of the buffer pit (13) is fixedly connected with a rubber column (14).

3. A novel civil engineering split type building antidetonation structure of claim 2, its characterized in that:

a spring (15) is sleeved on the outer side of the rubber column (14);

concrete is filled in the buffer pit (13).

4. A novel civil engineering split building antidetonation structure of claim 1, characterized in that:

the outer side of the transverse steel bar (9) is fixedly connected with a reinforcing plate (16);

the transverse steel bars (9) and the reinforcing plates (16) are both positioned in the concrete layer (11) and fixedly connected with the concrete layer.

5. A novel civil engineering split building antidetonation structure of claim 1, characterized in that:

the surface of the filling soil base layer (3) is provided with a groove pit;

and the concrete filling layer (6) is positioned in the groove pit and is fixedly connected with the filling soil base layer (3).