CN217150381U

CN217150381U - Earthquake-resistant building foundation

Info

Publication number: CN217150381U
Application number: CN202220917131.6U
Authority: CN
Inventors: 汤昱辉; 张慧
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-04-20
Filing date: 2022-04-20
Publication date: 2022-08-09
Anticipated expiration: 2032-04-20

Abstract

The utility model discloses an anti-seismic building foundation, belong to building foundation technical field, which comprises a ground, the subaerial foundation ditch of having seted up, the upper portion of foundation ditch is provided with the building groove, the upper portion of building groove is provided with the stiffening groove, be provided with the pile foundation in the foundation ditch, be provided with the building body on the pile foundation, the both sides of the building body all are provided with the protection seat of fixing on the pile foundation, the lower part of the building body runs through and is provided with a plurality of reinforcing bars, the both ends of reinforcing bar are contradicted and are had the reinforcing plate of fixing on the stiffening groove bottom surface, it has the structure seat of setting in building body side still to pile up on the reinforcing plate, still pour the base in the stiffening groove, thereby strengthen through upper portion and the lower part to the ground, and then can make whole foundation structure more stable, make it have better anti-seismic performance, better satisfying construction needs.

Description

Earthquake-resistant building foundation

Technical Field

The utility model relates to a building foundation technical field specifically is an antidetonation building foundation.

Background

The building foundation is divided into a natural foundation and an artificial foundation. Foundations that can directly bear the load of a building without being treated are called natural foundations, whereas foundations that are treated by a foundation treatment technique are called artificial foundations.

No. CN209636838U anti-seismic building foundation authorizes bulletin, including ground, base station and pad platform, the inside on ground is provided with the foundation ditch, the inside of foundation ditch is provided with the foamed plastic, be provided with the bed course between the foamed plastic, the inside of bed course is provided with concrete layer, concrete layer's lower extreme is provided with the waterproof layer, the lower extreme of waterproof layer is provided with the stickness soil, the upper end fixed mounting of bed course has the base station, the top fixed mounting of base station has the fixed station, the top fixed mounting of fixed station has the foundation pile, the inside fixed mounting of base station has the mount, the inside fixed mounting of foundation pile of mount upper end has the reinforcing bar. The utility model discloses a be provided with a series of structures and make this device have in the use that the antidetonation is effectual, waterproof nature is strong and protective properties advantage such as better, optimize the use.

Although the existing foundation can have better earthquake resistance, the strong and stable structure of the existing foundation is a constructed foundation, the existing foundation generally needs to be reinforced at the bottom of the foundation to achieve stability and improve earthquake resistance, and the existing foundation is also important for protecting the upper part of the foundation, so that an earthquake-resistant building foundation is provided.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

Not enough to prior art, the utility model provides an earthquake-resistant building ground has solved the above-mentioned problem that proposes.

(II) technical scheme

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: an earthquake-resistant building foundation comprises a ground, wherein a foundation trench is formed in the ground, a building trench is formed in the upper portion of the foundation trench, and a reinforcing trench is formed in the upper portion of the building trench;

the foundation trench is internally provided with a pile foundation, the pile foundation is provided with a building body, and two sides of the building body are respectively provided with a protective seat fixed on the pile foundation;

a plurality of reinforcing steel bars penetrate through the lower part of the building body, reinforcing plates fixed on the bottom surface of the reinforcing groove are abutted to two ends of each reinforcing steel bar, and a structure seat arranged on the side surface of the building body is piled on each reinforcing plate;

and a pouring base is also poured in the reinforcing groove.

Preferably, the inner walls of the base grooves are fixed with protection plates, and the sections of the inner cavities at the upper parts of the base grooves are of T-shaped structures.

Preferably, the reinforcing bar piles up the design as an organic whole with the building body, the top surface of the building body is higher than ground setting.

Preferably, the side of reinforcing plate is seted up the constant head tank, peg graft in the constant head tank at the both ends of reinforcing bar.

Preferably, the top surface of reinforcing plate is fixed to run through and is provided with the gim peg, the gim peg is fixed on the bottom surface of reinforcing groove, the top surface of reinforcing plate has been seted up and has evenly been set up porosely.

Preferably, the protection seat and the construction seat are formed by stacking bricks, the top surface of the construction seat is lower than the wall surface of the ground, and the top surface of the protection seat is flush with the inner bottom surface of the reinforcing groove.

(III) advantageous effects

The utility model provides an earthquake-resistant building foundation. The method has the following beneficial effects: through strengthening the upper portion and the lower part of foundation, and then can make whole foundation structure more stable, make it have better anti-seismic performance, better satisfying the construction needs.

Drawings

Fig. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the structure of the utility model;

FIG. 3 is a schematic structural view of the connection between the reinforcing plate and the reinforcing steel bar of the present invention;

fig. 4 is a schematic side view of the middle reinforcing plate of the present invention.

In the figure: 1. a ground surface; 2. a base groove; 3. building a groove; 4. a reinforcing groove; 5. a protection plate; 6. a pile foundation; 7. a building body; 8. a protective seat; 9. a reinforcing plate; 91. an aperture; 92. positioning a groove; 10. a fixing bolt; 11. a construction seat; 12. pouring a base; 13. and (5) reinforcing steel bars.

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.

Referring to fig. 1-4, the present invention provides a technical solution: an earthquake-resistant building foundation comprises a ground 1, wherein a foundation trench 2 is formed in the ground 1, the section of an inner cavity at the upper part of the foundation trench 2 is of a T-shaped structure, a building trench 3 is formed in the upper part of the foundation trench 2, the width of the building trench 3 is the same as that of the upper part of the foundation trench 2, a reinforcing trench 4 is formed in the upper part of the building trench 3, and the width of the reinforcing trench 4 is larger than that of the building trench 3;

the foundation trench 2 is internally provided with a pile foundation 6, the pile foundation 6 is formed by pouring sand and stone in cooperation with concrete, the inner wall of the foundation trench 2 is fixedly provided with a protection plate 5, the protection plate 5 plays a role in wall protection, the pile foundation 6 is provided with a building body 7, the building body 7 is formed by piling bricks, two sides of the building body 7 are respectively provided with a protection seat 8 fixed on the pile foundation 6, and the protection seats 8 play a role in reinforcing the building body 7;

the lower part of a building body 7 is provided with a plurality of reinforcing steel bars 13 in a penetrating way, the reinforcing steel bars 13 and the building body 7 are designed to be stacked into a whole, the top surface of the building body 7 is arranged higher than the ground 1, two ends of the reinforcing steel bars 13 are abutted with reinforcing plates 9 fixed on the bottom surfaces of reinforcing grooves 4, positioning grooves 92 are formed in the side surfaces of the reinforcing plates 9, two ends of the reinforcing steel bars 13 are inserted into the positioning grooves 92, the reinforcing plates 9 are conveniently positioned, the inner diameter of each positioning groove 92 is larger than the diameter of each reinforcing steel bar 13, fixing bolts 10 are fixedly arranged on the top surfaces of the reinforcing plates 9 in a penetrating way, the fixing bolts 10 play a role in fixing the reinforcing plates 9, the fixing bolts 10 are fixed on the bottom surfaces of the reinforcing grooves 4, holes 91 are uniformly formed in the top surfaces of the reinforcing plates 9, the holes 91 are convenient to arrange concrete during concrete pouring, concrete can flow into the holes 91 to completely fill the building grooves 3 and the reinforcing grooves 4, structural seats 11 arranged on the side surfaces of the reinforcing plates 9 are further stacked, the arrangement of the construction seat 11 plays a role in stabilizing the building body 7;

still pour base 12 in the strengthening groove 4, protection seat 8 and structure seat 11 are piled up by the fragment of brick and are formed, and the top surface of structure seat 11 is less than the wall setting on ground 1, conveniently can make structure seat 11 be wrapped up completely and cover when mecobalamin pours base 12 and make it be called as a whole, and the top surface of protection seat 8 flushes the setting with the interior bottom surface of strengthening groove 4.

And then when using, whole pile foundation 6 construct to establish can guarantee the stability of ground base face, and pour the setting of base 12 through the cooperation of reinforcing plate 9, can increase the area that goes on ground upper portion, make it have bigger bearing surface, make the more stability of whole ground, whole layer is constructed simultaneously, conveniently implement, thereby through strengthening the upper portion and the lower part of ground, and then can make whole ground structure more stable, make it have better anti-seismic performance, better satisfied needs of building.

It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation. The use of the phrase "comprising one of the elements does not exclude the presence of other like elements in the process, method, article, or apparatus that comprises the element.

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

Claims

1. An earthquake-resistant building foundation which is characterized in that: the floor comprises a floor (1), wherein a base groove (2) is formed in the floor (1), a building groove (3) is formed in the upper portion of the base groove (2), and a reinforcing groove (4) is formed in the upper portion of the building groove (3);

a pile foundation (6) is arranged in the base groove (2), a building body (7) is arranged on the pile foundation (6), and protective seats (8) fixed on the pile foundation (6) are arranged on two sides of the building body (7);

a plurality of reinforcing steel bars (13) penetrate through the lower part of the building body (7), reinforcing plates (9) fixed on the bottom surfaces of the reinforcing grooves (4) are abutted to two ends of the reinforcing steel bars (13), and structural seats (11) arranged on the side surfaces of the building body (7) are piled on the reinforcing plates (9);

and a pouring base (12) is poured in the reinforcing groove (4).

2. An earthquake-resistant building foundation as defined in claim 1, wherein: the inner wall of the base groove (2) is fixedly provided with a protection plate (5), and the section of the upper inner cavity of the base groove (2) is of a T-shaped structure.

3. An earthquake-resistant building foundation as defined in claim 1, wherein: reinforcing bar (13) and building body (7) are the design of piling up as an organic whole, the top surface of building body (7) is higher than ground (1) setting.

4. An earthquake-resistant building foundation as defined in claim 1, wherein: the side of reinforcing plate (9) is seted up constant head tank (92), peg graft in constant head tank (92) at the both ends of reinforcing bar (13).

5. An earthquake-resistant building foundation as defined in claim 1, wherein: the top surface of reinforcing plate (9) is fixed to run through and is provided with gim peg (10), gim peg (10) are fixed on the bottom surface of reinforcing groove (4), evenly set up porose (91) has been seted up to the top surface of reinforcing plate (9).

6. An earthquake-resistant building foundation as defined in claim 1, wherein: the protection seat (8) and the construction seat (11) are formed by stacking bricks, the top surface of the construction seat (11) is lower than the wall surface of the ground (1), and the top surface of the protection seat (8) is flush with the inner bottom surface of the reinforcing groove (4).