CN212772438U

CN212772438U - Foundation reinforcing structure is built in room

Info

Publication number: CN212772438U
Application number: CN202021182980.9U
Authority: CN
Inventors: 王一明
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-06-23
Filing date: 2020-06-23
Publication date: 2021-03-23
Anticipated expiration: 2030-06-23

Abstract

The utility model discloses a foundation reinforcement structure is built in room, including stake, pile foundation, slip casting mechanism, principal post, reference column, extension post, reinforcing mechanism, ground cage, found muscle, annular reinforcing bar net, cover muscle, stirrup, fender mound mechanism, lagging, backplate and angle bead board, the stake bottom is connected with the pile foundation, and pile foundation internally mounted has slip casting mechanism, slip casting mechanism is inside including the principal post, and the principal post bottom is connected with the reference column, the reference column inboard is installed and is extended the post, the pile foundation outside is connected with reinforcing mechanism. The utility model discloses in, under the effect of slip casting mechanism, through installing extension post and reference column in pile foundation bottom, carry out the slip casting to extension post and reference column through the principal post, can increase the firmness of pile foundation, guarantee that the pile foundation sits on the supporting layer to through setting up the pile foundation into trapezoidally, can improve the bearing capacity of pile foundation, reduce the ground settlement volume, can also improve the anti-skidding stability of pile foundation, improve shear strength.

Description

Foundation reinforcing structure is built in room

Technical Field

The utility model relates to a building technical field especially relates to a foundation reinforcement structure is built in room.

Background

The common foundation reinforcing method includes grouting, foundation reinforcing, anchor static pressure pile, pit static pressure pile, foundation base area enlarging, foundation deepening, tree root pile, lime pile and other steps.

The foundation reinforced structure is built in current room does not possess the mechanism of keeping pile foundation stability of pouring inside the pile foundation to do not possess the mechanism that carries out the root pile reinforcement to pile foundation and stake, do not possess in addition and protect spacing mechanism to the stake outside, lead to the room to build foundation reinforced structure resistance to compression effect poor, the slope appears easily.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving current room and built ground foundation reinforced structure and do not possess the mechanism of keeping pile foundation stability to pouring inside the pile foundation to do not possess the mechanism that carries out the root pile reinforcement to pile foundation and stake, do not possess in addition to protect spacing mechanism to the stake outside, lead to the room to build ground foundation reinforced structure resistance to compression effect poor, the poor shortcoming of slope appears easily, and the ground foundation reinforced structure is built in the room that proposes.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

the utility model provides a foundation reinforcement structure is built in room, includes pile, pile foundation, slip casting mechanism, king post, reference column, extension post, reinforcing mechanism, ground cage, founding muscle, annular reinforcing bar net, cover muscle, stirrup, fender mound mechanism, lagging, backplate and angle board, the pile bottom is connected with the pile foundation, and pile foundation internally mounted has slip casting mechanism, slip casting mechanism is inside including the king post, and the king post bottom is connected with the reference column, the extension post is installed to the reference column inboard, the pile foundation outside is connected with reinforcing mechanism, pile outer wall is installed and is protected mound mechanism.

As a further description of the above technical solution:

the main column is provided with two sets of about the axis symmetry of pile foundation, and the axis of pile foundation coincides mutually with the axis of stake.

As a further description of the above technical solution:

the reinforcing mechanism is inside including ground cage, and the ground cage top is connected with the grudging post, the welding of grudging post inner wall has annular reinforcing bar net, and the grudging post top is connected with the cover muscle, cover muscle internally mounted has the stirrup.

As a further description of the above technical solution:

the vertical bars are arranged on the outer wall of the annular reinforcing mesh at equal intervals, and the diameter of the annular reinforcing mesh is larger than that of the sleeve bar.

As a further description of the above technical solution:

protect mound mechanism inside including the lagging, and the welding of lagging outer wall has the backplate, backplate one side is installed and is protected the scute.

As a further description of the above technical solution:

the axis of lagging coincides with the axis of stake mutually, and the lagging corner equidistance is provided with four groups corner protecting board.

To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:

1. the utility model discloses in, under the effect of slip casting mechanism, through installing extension post and reference column in pile foundation bottom, carry out the slip casting to extension post and reference column through the principal post, can increase the firmness of pile foundation, guarantee that the pile foundation sits on the supporting layer to through setting up the pile foundation into trapezoidally, can improve the bearing capacity of pile foundation, reduce the ground settlement volume, can also improve the anti-skidding stability of pile foundation, improve shear strength.

2. The utility model discloses in, under reinforcing mechanism's effect, through the ground cage with the muscle and annular reinforcing bar net at pile foundation external fixation, make the muscle and annular reinforcing bar net consolidate the pile foundation outside, because the diameter ratio sleeve muscle of annular reinforcing bar net is big, then make to consolidate and personally submit the inclined plane, effectively improved the reinforcement effect, the intensity of pile foundation has been improved, thereby make the house further improve on the steadiness ability, make the house have higher usability, and can make the house keep longer service life to a certain extent.

3. The utility model discloses in, under the effect of fender mound mechanism, through set up the lagging at stake outer wall interval, make the lagging protect and spacing to the stake outer wall, avoid the stake to be destroyed and warp, through set up the angle bead board at the corner, can be effectual and protect the stake corner, protection and reinforcement stake weakest part, under the effect of backplate, can avoid the stake to warp and slope, through such setting, can effectually improve the physical and mechanical properties of stake, be convenient for correct the building incline, the bearing capacity of stake has been improved simultaneously.

Drawings

Fig. 1 is a schematic structural view of a foundation reinforcing structure of a house building foundation of the present invention;

FIG. 2 is a schematic structural view of a grouting mechanism of the present invention;

FIG. 3 is a schematic structural view of the middle reinforcement mechanism of the present invention;

fig. 4 is the structural schematic diagram of the middle pier protecting mechanism of the utility model.

Illustration of the drawings:

1. pile columns; 2. a pile foundation; 3. a grouting mechanism; 301. a main column; 302. a positioning column; 303. extending the column; 4. a reinforcement mechanism; 401. a ground cage; 402. erecting ribs; 403. an annular reinforcing mesh; 404. sleeving ribs; 405. hooping; 5. a pier protecting mechanism; 501. sheathing; 502. a guard plate; 503. corner protecting plates.

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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.

Referring to fig. 1-4, a foundation reinforcing structure of a building foundation comprises a pile column 1, a pile foundation 2, a grouting mechanism 3, a main column 301, a positioning column 302, an extension column 303, a reinforcing mechanism 4, a ground cage 401, studs 402, an annular reinforcing mesh 403, a sleeve rib 404, a stirrup 405, a pier-protecting mechanism 5, a sleeve plate 501, a guard plate 502 and a corner guard plate 503, wherein the pile foundation 2 is connected with the bottom end of the pile column 1, and a grouting mechanism 3 is arranged in the pile foundation 2, a main column 301 is arranged in the grouting mechanism 3, the bottom end of the main column 301 is connected with a positioning column 302, the inner side of the positioning column 302 is provided with an extending column 303, the outer side of the pile foundation 2 is connected with a reinforcing mechanism 4, the outer wall of the pile 1 is provided with a pier protecting mechanism 5, the extending columns 303 are arranged in a crossed manner and have a certain inclination angle, thereby can carry on spacingly to pile foundation 2, set up through the symmetry, have two-way pulling force, avoid pile foundation 2 crooked, improve the intensity and the anti ability of buckling of pile foundation 2.

Further, the main column 301 is provided with two sets ofly about the axis symmetry of pile foundation 2, and the axis of pile foundation 2 coincides main column 301 mutually with the axis of stake 1, and main column 301 is at the top and extends post 303, reference column 302, can be convenient for the user to extend post 303 and reference column 302 and carry out the slip casting, simultaneously through extending post 303 and reference column 302, improves the firmness that extends post 303 and reference column 302.

Further, 4 inside including ground cages 401 of reinforcement mechanism, and the ground cage 401 top is connected with the grudging post 402, and the welding of grudging post 402 inner wall has annular reinforcing bar net 403, and the grudging post 402 top is connected with the cover muscle 404, and cover muscle 404 internally mounted has stirrup 405, and ground cage 401 and soil contact have improved the stability of structure, have strengthened the shock attenuation effect on foundation simultaneously.

Furthermore, the vertical bars 402 are arranged on the outer wall of the annular reinforcing mesh 403 at equal intervals, the diameter of the annular reinforcing mesh 403 is larger than that of the sleeve ribs 404, and the vertical bars 402 can ensure that the stress on each surface of the annular reinforcing mesh 403 is uniform, so that the annular reinforcing mesh 403 is prevented from deforming, and the stability of the reinforcing mechanism 4 is ensured.

Further, protect pier structure 5 inside including lagging 501, and the outer wall welding of lagging 501 has backplate 502, and backplate 503 is installed to backplate 502 one side, under the effect of backplate 502, can avoid pile 1 to warp and incline, can rectify a deviation through adjusting backplate 502 and lagging 501's straightness that hangs down to pile 1.

Furthermore, the central axis of the sleeve plate 501 coincides with the central axis of the pile 1, four corner protection plates 503 are equidistantly arranged at the corners of the sleeve plate 501, the corner protection plates 503 can protect the corners of the pile 1, protect the weakest part of the pile 1, prevent the structure of the pile 1 from being damaged, and improve the structural stability of the pile 1.

The working principle is as follows: when the reinforcing steel bar cage is used, the extending column 303 and the positioning column 302 are installed at the bottom of the pile foundation 2, the extending column 303 and the positioning column 302 are grouted through the main column 301, the firmness of the pile foundation 2 can be increased, the pile foundation 2 is ensured to be located on a bearing layer, the bearing capacity of the pile foundation 2 can be improved by arranging the pile foundation 2 to be trapezoidal, the foundation settlement amount is reduced, the anti-sliding stability of the pile foundation 2 can be improved, the shear strength is improved, when a user needs to reinforce the pile foundation 2, the vertical bars 402 and the annular steel bar mesh 403 are fixed outside the pile foundation 2 through the cage 401, the vertical bars 402 and the annular steel bar mesh 403 reinforce the outside of the pile foundation 2, the diameter of the annular steel bar mesh is larger than that of the sleeve bar 404, the reinforcing surface is inclined, the reinforcing effect is effectively improved, the strength of the pile foundation 2 is improved, the stability of the house is further improved, and the house has higher usability, and can make the house keep longer service life to a certain extent, when the user need protect pile 1 when rectifying, through set up lagging 501 at 1 outer wall interval of pile, make lagging 501 protect and spacing pile 1 outer wall, avoid pile 1 to be destroyed and warp, through set up angle bead 503 at the corner, can be effectual and protect pile 1 corner, protect and reinforce the most fragile part of pile 1, thereby can effectually improve the physical and mechanical properties of pile 1, be convenient for correct the building skew, the bearing capacity of pile 1 has been improved simultaneously, just so accomplish the theory of operation of the device.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. A house building foundation reinforcing structure comprises pile columns (1), pile foundations (2), a grouting mechanism (3), main columns (301), positioning columns (302), extension columns (303), a reinforcing mechanism (4), a ground cage (401), vertical bars (402), an annular reinforcing mesh (403), sleeve bars (404), stirrups (405), pier protecting mechanisms (5), sleeve plates (501), guard plates (502) and corner protecting plates (503), it is characterized in that the bottom end of the pile (1) is connected with a pile foundation (2), a grouting mechanism (3) is arranged in the pile foundation (2), a main column (301) is arranged in the grouting mechanism (3), the bottom end of the main column (301) is connected with a positioning column (302), the inner side of the positioning column (302) is provided with an extension column (303), pile foundation (2) outside is connected with reinforcing mechanism (4), pile post (1) outer wall is installed and is protected mound mechanism (5).

2. The house building foundation reinforcing structure of claim 1, wherein the main columns (301) are symmetrically arranged in two groups about the central axis of the pile foundation (2), and the central axis of the pile foundation (2) coincides with the central axis of the pile column (1).

3. The house building foundation reinforcement structure of claim 1, wherein the reinforcement mechanism (4) comprises a ground cage (401) inside, the top of the ground cage (401) is connected with a vertical bar (402), the inner wall of the vertical bar (402) is welded with an annular reinforcing mesh (403), the top of the vertical bar (402) is connected with a sleeve bar (404), and the sleeve bar (404) is internally provided with a hoop bar (405).

4. The house building foundation reinforcing structure as claimed in claim 3, wherein the vertical bars (402) are provided with a plurality of groups at equal intervals on the outer wall of the annular reinforcing mesh (403), and the diameter of the annular reinforcing mesh (403) is larger than that of the sleeve bar (404).

5. The house building foundation reinforcing structure is characterized in that a sleeve plate (501) is arranged inside the pier protecting mechanism (5), a protecting plate (502) is welded on the outer wall of the sleeve plate (501), and a corner protecting plate (503) is installed on one side of the protecting plate (502).

6. The house building foundation reinforcing structure of claim 5, wherein the central axis of the sleeve plate (501) coincides with the central axis of the pile (1), and four corner protection plates (503) are arranged at the corners of the sleeve plate (501) at equal intervals.