CN219100390U

CN219100390U - Foundation anti-seismic structure of building engineering

Info

Publication number: CN219100390U
Application number: CN202320192911.3U
Authority: CN
Inventors: 张婕
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-02-13
Filing date: 2023-02-13
Publication date: 2023-05-30
Anticipated expiration: 2033-02-13

Abstract

The utility model discloses a basic earthquake-resistant structure of building engineering, and relates to the technical field of earthquake-resistant structures. Including pre-buried mechanism, pre-buried mechanism includes the floor base board, and the floor base board top is provided with a plurality of spanners, and every spanners top is provided with strengthens the roof, and every spanners all includes the worker post, and every worker post top and the equal fixedly connected with fixed plate of bottom are located the fixed plate bottom fixed connection of worker post one end in floor base board top, strengthen the roof and include the plate body, plate body bottom fixed connection is in the fixed plate top that is located the worker post other end. According to the utility model, the purpose of increasing the tensile lift force of the bearing assembly of the building is realized through the arrangement of the bearing column and the reinforced top plate, the tensile force of the bearing wall body or the column body can be increased when an earthquake occurs, the stability of the building is increased, the casualties and the property loss of personnel are reduced, and the practicability of the equipment is increased.

Description

Foundation anti-seismic structure of building engineering

Technical Field

The utility model relates to the technical field of earthquake-resistant structures, in particular to a basic earthquake-resistant structure of a building engineering.

Background

When earthquake happens, the house is affected by the earth surface to shake, when the house shakes, the stretching force is generated on the bearing wall or the bearing column, when the stretching force exceeds the stretching force for bearing the bearing wall and the bearing column, the house is easy to collapse, so that casualties and property loss occur, the house stability is low, and the danger is high.

Disclosure of Invention

The utility model aims to provide a basic earthquake-resistant structure for building engineering, which solves the problems in the background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the foundation anti-seismic structure of the building engineering comprises an embedding mechanism, wherein the embedding mechanism comprises a ground base plate, a plurality of bearing columns are arranged at the top end of the ground base plate, and a reinforced top plate is arranged at the top end of each bearing column;

each bearing column comprises an I-shaped column, the top end and the bottom end of each I-shaped column are fixedly connected with a fixing plate, and the bottom end of the fixing plate positioned at one end of each I-shaped column is fixedly connected with the top end of the ground substrate;

the reinforced top plate comprises a plate body, and the bottom end of the plate body is fixedly connected to the top end of a fixed plate positioned at the other end of the I-shaped column.

Preferably, the floor base board bottom fixedly connected with a plurality of pre-buried posts, every the equal fixedly connected with limiting plate of pre-buried post other end, every equal fixedly connected with in limiting plate top a plurality of strengthening ribs, every the equal fixedly connected with in corresponding pre-buried post surface of strengthening rib other end, every pre-buried post surface fixedly connected with is with a plurality of barbs opposite to the strengthening rib direction, every pre-buried post surface is close to a plurality of spacing rings of top fixedly connected with, the floor base board top is opened there is the spacing groove.

Preferably, each fixing plate top or bottom is all fixedly connected with spacing post, and a plurality of that is located the bottom spacing post surface mounting is in the spacing inslot wall on floor board top, I-shaped column cross section and vertical section are the I-shaped, I-shaped column surface mounting has a plurality of friction to increase the circle, I-shaped column surface mounting has the cement post, cement post inner wall fixedly connected with increases the circle surface in friction.

Preferably, the fixed slot has been seted up to the plate body inside, fixed slot inner wall fixedly connected with reinforcing mesh, the reinforcing mesh comprises to T shape strip intercrossing, the spacing groove has been seted up to the plate body bottom, is located a plurality of on top spacing post surface fixed connection is in the spacing inslot wall of plate body bottom.

Preferably, the i-column is a steel column, the reinforcing net is a steel net, and a plurality of fixing rings are fixedly connected to the periphery of each fixing plate.

Compared with the prior art, the utility model has the beneficial effects that:

this building engineering's basic anti-seismic structure through the setting of spandrel post and reinforcing roof, has realized increasing the bearing assembly's of building tensile lift's purpose, can increase the tensile force of bearing wall body or cylinder when taking place the earthquake, increases the stability of building, has reduced the condition appearance of casualties and loss of property, has increased the practicality of equipment.

This building engineering's basic anti-seismic structure through the setting of pre-buried ground, has realized after burying it, can increase the frictional force between pre-buried hole and the pre-buried device, increases the bottom stability of pre-buried device top house, has reduced the speed that the house subsided, has increased the practicality of equipment.

Drawings

FIG. 1 is a schematic view of the overall bearing structure of the present utility model;

FIG. 2 is a schematic view of a bearing structure of a pre-buried mechanism according to the present utility model;

FIG. 3 is a schematic view of the supporting column of the present utility model;

fig. 4 is a schematic structural view of a reinforced roof mechanism according to the present utility model.

In the figure: 1. a pre-burying mechanism; 101. a floor board; 102. embedding a column; 103. a limiting plate; 104. reinforcing ribs; 105. a barb; 106. a limit ring; 2. a bearing column; 201. a fixing plate; 202. a limit column; 203. an i-column; 204. a cement column; 205. friction increasing ring; 206. a fixing ring; 3. reinforcing the top plate; 301. a plate body; 302. reinforcing mesh.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

It should be noted that, in the description of the present utility model, the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, only for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements to be referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.

Furthermore, it should be understood that the dimensions of the various elements shown in the figures are not drawn to actual scale, e.g., the thickness or width of some layers may be exaggerated relative to other layers for ease of description.

It should be noted that like reference numerals and letters refer to like items in the following figures, and thus once an item is defined or illustrated in one figure, no further detailed discussion or description thereof will be necessary in the following description of the figures.

As shown in fig. 1 to 4, the present utility model provides a technical solution: the foundation anti-seismic structure of the building engineering comprises an embedding mechanism 1, wherein the embedding mechanism 1 comprises a ground base plate 101, a plurality of bearing columns 2 are arranged at the top end of the ground base plate 101, and a reinforced top plate 3 is arranged at the top end of each bearing column 2;

each bearing column 2 comprises an industrial column 203, the top end and the bottom end of each industrial column 203 are fixedly connected with a fixed plate 201, and the bottom end of the fixed plate 201 positioned at one end of the industrial column 203 is fixedly connected with the top end of the ground base plate 101;

the reinforced top plate 3 comprises a plate body 301, the bottom end of the plate body 301 is fixedly connected to the top end of a fixed plate 201 positioned at the other end of an industrial column 203, the purpose of increasing the tensile lift force of a bearing wall body or a bearing column 2 of a building is achieved through the arrangement of the bearing column 2 and the reinforced top plate 3 in the structure, the tensile force of the bearing wall body or the bearing column body can be increased when an earthquake occurs, the stability of the building is increased, the casualties and property loss of personnel are reduced, the practicability of equipment is improved, after the equipment is buried, the friction force between an embedded pit and an embedded device can be increased, the bottom stability of a house at the top end of the embedded device is increased, the house settlement speed is reduced, and the practicability of equipment is improved.

The bottom end of the ground base plate 101 is fixedly connected with a plurality of embedded columns 102, the other end of each embedded column 102 is fixedly connected with a limiting plate 103, the top end of each limiting plate 103 is fixedly connected with a plurality of reinforcing ribs 104, the other end of each reinforcing rib 104 is fixedly connected with the surface of the corresponding embedded column 102, the surface of each embedded column 102 is fixedly connected with a plurality of barbs 105 opposite to the reinforcing ribs 104, the outer surface of each embedded column 102 is close to the top end and is fixedly connected with a plurality of limiting rings 106, limiting grooves are formed in the top end of the ground base plate 101, the ground base plate 101 in the structure can bear and connect the bearing column 2 and the reinforcing top plate 3, the embedded columns 102 in the structure can be connected to the bottom end of the ground base plate 101 through the barbs 105, the limiting plates 103, the reinforcing ribs 104 and the limiting rings 106, the limiting plates 103 arranged in the structure can increase the contact area of the bottom end of the embedded columns 102 at the bottom end of the embedded pit, the ground base plate 101 can be enabled to be better limited, the limiting rings 106 arranged therein can increase the friction force after the embedded pit is embedded, the reinforcing ribs 104 arranged therein can increase the friction force of the embedded pit, the barb connection strength of the embedded columns 103 and the barb connection strength of the ground base plate 102 can be increased, and the friction force of the ground base plate 101 can be increased.

The top or bottom of every fixed plate 201 is all fixedly connected with spacing post 202, a plurality of spacing post 202 fixed surface that are located the bottom are connected in the spacing groove inner wall on the floor 101 top, I-shaped column 203 cross section and vertical cross section are all, I-shaped column 203 fixed surface is connected with a plurality of friction increase circle 205, I-shaped column 203 fixed surface is connected with cement post 204, cement post 204 inner wall fixed connection is in friction increase circle 205 surface, spacing post 202 that sets up in this structure can produce the cooperation with the spacing groove on floor 101 top and the spacing groove of plate 301 bottom, increase the stability of equipment, wherein the friction increase circle 205 that sets up can increase the friction force increase bearing post 2 of cement post 204 and I-shaped column 203, make equipment more stable.

The fixed slot has been seted up to plate 301 inside, fixed slot inner wall fixedly connected with reinforcing net 302, reinforcing net 302 comprises to T shape strip intercrossing, the spacing groove has been seted up to plate 301 bottom, a plurality of spacing post 202 fixed surface connections in the spacing slot inner wall of plate 301 bottom that is located the top, can build spandrel post 2 again on the top through the plate 301 that sets up in this structure for reduce the occupation in space, the reinforcing net 302 that wherein sets up can increase the intensity of plate 301, make the building bottom that is located the top have good stability.

The i-pillar 203 is a steel pillar, the reinforcing net 302 is a steel net, and a plurality of fixing rings 206 are fixedly connected around each fixing plate 201.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a basic earthquake-resistant structure of building engineering, includes pre-buried mechanism (1), its characterized in that: the embedded mechanism (1) comprises a ground base plate (101), wherein a plurality of bearing columns (2) are arranged at the top end of the ground base plate (101), and a reinforced top plate (3) is arranged at the top end of each bearing column (2);

each bearing column (2) comprises an industrial column (203), the top end and the bottom end of each industrial column (203) are fixedly connected with a fixing plate (201), and the bottom end of the fixing plate (201) positioned at one end of each industrial column (203) is fixedly connected with the top end of the ground base plate (101);

the reinforced top plate (3) comprises a plate body (301), and the bottom end of the plate body (301) is fixedly connected to the top end of a fixed plate (201) positioned at the other end of the I-shaped column (203).

2. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the novel underground structure is characterized in that a plurality of embedded columns (102) are fixedly connected to the bottom end of the underground substrate (101), each embedded column (102) is fixedly connected with a limiting plate (103) at the other end, each limiting plate (103) is fixedly connected with a plurality of reinforcing ribs (104) at the top end, each reinforcing rib (104) is fixedly connected to the surface of the corresponding embedded column (102), a plurality of barbs (105) opposite to the reinforcing ribs (104) are fixedly connected to the surface of the embedded column (102), a plurality of limiting rings (106) are fixedly connected to the outer surface of the embedded column (102) close to the top end, and limiting grooves are formed in the top end of the underground substrate (101).

3. A basic earthquake-resistant structure for construction works according to claim 2, wherein: every fixed plate (201) top or bottom equal fixedly connected with spacing post (202), a plurality of that are located the bottom spacing post (202) fixed surface are connected in the spacing groove inner wall on floor board (101) top, I-shaped is all used to I-shaped post (203) cross section and vertical cross section, I-shaped post (203) fixed surface are connected with a plurality of friction increase circle (205), I-shaped post (203) fixed surface are connected with cement post (204), cement post (204) inner wall fixed surface are connected in friction increase circle (205) surface.

4. A basic earthquake-resistant structure for construction works according to claim 3, wherein: the fixed slot is formed in the plate body (301), the reinforcing net (302) is fixedly connected to the inner wall of the fixed slot, the reinforcing net (302) is formed by intersecting T-shaped strips, the limiting slot is formed in the bottom end of the plate body (301), and a plurality of limiting columns (202) located at the top end are fixedly connected to the inner wall of the limiting slot in the bottom end of the plate body (301).

5. A basic earthquake-resistant structure for construction works according to claim 4, wherein: the I-shaped column (203) is a steel column, the reinforcing net (302) is a steel net, and a plurality of fixing rings (206) are fixedly connected to the periphery of each fixing plate (201).