CN208668487U - A kind of shallow foundation rectifying of leaned building ruggedized construction - Google Patents
A kind of shallow foundation rectifying of leaned building ruggedized construction Download PDFInfo
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- CN208668487U CN208668487U CN201821115435.0U CN201821115435U CN208668487U CN 208668487 U CN208668487 U CN 208668487U CN 201821115435 U CN201821115435 U CN 201821115435U CN 208668487 U CN208668487 U CN 208668487U
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Abstract
The utility model discloses a kind of shallow foundation rectifying of leaned building ruggedized constructions, including soil horizon, the soil horizon top-slitting has support slot, the inner wall bottom of the support slot is equipped with steel structure layer, concrete layer is fixedly connected at the top of the steel structure layer, the inside of the soil horizon offers pouring basin, the pouring basin is connected to concrete layer, limit plate is fixedly connected at left and right sides of the inner wall of the concrete layer, the opposite side of two limit plates offers limiting slot, the inner wall of the limiting slot is fixedly connected with gag lever post, the inner wall bottom of the concrete layer is fixedly connected with support base, the inner wall of the support base is fixedly installed with supporting device.The utility model is a kind of shallow foundation rectifying of leaned building ruggedized construction, solves building still good for globality after tilting, if used as usual, always have no a sense of safety, if given it up, results in waste of resources, very it is unfortunate, and is removed, wastes very big problem.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of shallow foundation rectifying of leaned building ruggedized constructions.
Background technique
Building in building course, due to structure foundation soil became uneven, it is soft or hard it is irregular, foundation stability is poor, by
Environment influences big, prospecting and is not allowed, designs that wrong, foundation bearing capacity is insufficient, arrangement or improper use cause building center of gravity and base
Centroid deviation in bottom is excessive, foundation soil is weak and the reasons such as embedded depth of foundation is small often make building uneven subsidence, causes surface structures
The disease of phenomena such as object cracking, inclination, these diseases less serious case influence the normal use of building, lose it when serious and use function
Energy or even collapse, cause heavy economic losses and casualties, globality after tilting are still built well
Object always has no a sense of safety if used as usual, if given it up, results in waste of resources, and is very unfortunate, and is removed
It then wastes very greatly, therefore proposes a kind of shallow foundation rectifying of leaned building ruggedized construction, to solve the above problems.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of shallow foundation building proposed
Object correcting and then reinforcing structure.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of shallow foundation rectifying of leaned building ruggedized construction, including soil horizon, the soil horizon top-slitting have support slot, institute
The inner wall bottom for stating support slot is equipped with steel structure layer, and concrete layer, the soil horizon are fixedly connected at the top of the steel structure layer
Inside offer pouring basin, the pouring basin is connected to concrete layer, fixed at left and right sides of the inner wall of the concrete layer
It is connected with limit plate, the opposite side of two limit plates offers limiting slot, and the inner wall of the limiting slot is fixedly connected with
Gag lever post, the inner wall bottom of the concrete layer are fixedly connected with support base, and the inner wall of the support base, which is fixedly installed with, to be shored
Device, support plate is fixedly connected at the top of the supporting device, and the left and right ends of the support plate connect with gag lever post activity
It connects, structure foundation is fixedly connected at the top of the support plate, the opposite side of two limit plates is fixedly connected to fixed
Position device, the positioning device are flexibly connected with structure foundation, and the top movable of the soil horizon is connected with capping apparatus.
Preferably, the steel structure layer is collectively formed by reinforcing bar and concrete, and binding reinforcing bars reticulate.
Preferably, the inside of the pouring basin is cast with concrete, and the pouring basin is internally provided with steel reinforcement cage, described
Concrete layer includes concrete and steel reinforcement cage, and concrete layer is fixedly connected with the concrete inside pouring basin.
Preferably, the supporting device and positioning device are jack, and the load-bearing of supporting device is greater than positioning device
Load-bearing.
Preferably, the capping apparatus includes cover board, and the top movable of cover board is connected with locating rod, and locating rod runs through soil
Concrete inside layer and pouring basin.
The utility model has the following beneficial effects:
1. during making rectifying of leaned building, will not sink because of bottom causes to entangle by setting steel structure layer and concrete layer
The bad problem of inclined effect, by being poured concrete inside pouring basin, to keep the support effect of concrete layer more preferable, effectively
Concrete layer is avoided to sink；
It, can will be slow at building inclination under the shoring of supporting device 2. by setting support base and supporting device
It props up, when correction is to normal range, structure foundation is fixed for positioning device elongation, it prevents when the adjustment is completed,
Building springs back to heeling condition；
3. when rectifying a deviation completion, after pouring column concrete, structure foundation is covered, is prevented by setting capping apparatus
Only ground is affected by environment, and ground is caused to be damaged.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of shallow foundation rectifying of leaned building ruggedized construction structural schematic diagram.
In figure: 1 soil horizon, 2 support slots, 3 steel structure layers, 4 concrete layers, 5 pouring basins, 6 limit plates, 7 limiting slots, 8 limits
Bar, 9 support bases, 10 supporting devices, 11 support plates, 12 structure foundations, 13 positioning devices, 14 capping apparatus.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
Referring to Fig.1, a kind of shallow foundation rectifying of leaned building ruggedized construction, including soil horizon 1,1 top-slitting of soil horizon have branch
Slot 2 is supportted, the inner wall bottom of support slot 2 is equipped with steel structure layer 3, and the top of steel structure layer 3 is fixedly connected with concrete layer 4, soil horizon 1
Inside offer pouring basin 5, pouring basin 5 is connected to concrete layer 4, is fixedly connected at left and right sides of the inner wall of concrete layer 4
There is limit plate 6, the opposite side of two limit plates 6 offers limiting slot 7, and the inner wall of limiting slot 7 is fixedly connected with gag lever post 8,
The inner wall bottom of concrete layer 4 is fixedly connected with support base 9, and the inner wall of support base 9 is fixedly installed with supporting device 10, shores dress
The top for setting 10 is fixedly connected with support plate 11, and the left and right ends of support plate 11 are flexibly connected with gag lever post 8, support plate 11
Top is fixedly connected with structure foundation 12, and the opposite side of two limit plates 6 is fixedly connected to positioning device 13, positioning device
13 are flexibly connected with structure foundation 12, and the top movable of soil horizon 1 is connected with capping apparatus 14.
In the utility model, steel structure layer 3 is collectively formed by reinforcing bar and concrete, and binding reinforcing bars reticulate, pouring basin 5
Inside is cast with concrete, and pouring basin 5 is internally provided with steel reinforcement cage, and concrete layer 4 includes concrete and steel reinforcement cage, and coagulation
Soil layer 4 is fixedly connected with the concrete inside pouring basin 5, and supporting device 10 and positioning device 13 are jack, and shore dress
The load-bearing for setting 10 is greater than the load-bearing of positioning device 13, and capping apparatus 14 includes cover board, and the top movable of cover board is connected with locating rod,
Concrete of the locating rod inside soil horizon 1 and pouring basin 5.
Working principle: will not be because of under bottom during making rectifying of leaned building by setting steel structure layer 3 and concrete layer 4
The problem for causing rectifying effect bad is fallen into, by being poured concrete inside pouring basin 5, to make the support effect of concrete layer 4
More preferably, it effectively avoids concrete layer 4 to sink, under the shoring of supporting device 10, will can slowly be supportted at building inclination
It rises, when normal range is arrived in correction, positioning device 13 extends, and structure foundation 12 is fixed, and prevents from completing in adjusting
When, building springs back to heeling condition, finally rectify a deviation complete when, after pouring column concrete, capping apparatus 14 is by structure foundation
12 are covered, and prevent ground affected by environment, ground is caused to be damaged, and are solved still good for globality after tilting
Building, if as usual use, always have no a sense of safety, if given it up, result in waste of resources, be very unfortunately, and by its
Dismounting then wastes very big problem.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (5)
1. a kind of shallow foundation rectifying of leaned building ruggedized construction, including soil horizon (1), it is characterised in that: at the top of the soil horizon (1)
Fluting has support slot (2), and the inner wall bottom of the support slot (2) is equipped with steel structure layer (3), and the top of the steel structure layer (3) is solid
Surely it is connected with concrete layer (4), the inside of the soil horizon (1) offers pouring basin (5), the pouring basin (5) and concrete
The inner wall left and right sides of layer (4) connection, the concrete layer (4) is fixedly connected to limit plate (6), two limit plates
(6) opposite side offers limiting slot (7), and the inner wall of the limiting slot (7) is fixedly connected with gag lever post (8), the coagulation
The inner wall bottom of soil layer (4) is fixedly connected with support base (9), and the inner wall of the support base (9) is fixedly installed with supporting device
(10), be fixedly connected with support plate (11) at the top of the supporting device (10), the left and right ends of the support plate (11) with
Gag lever post (8) is flexibly connected, and is fixedly connected with structure foundation (12) at the top of the support plate (11), two limit plates
(6) opposite side is fixedly connected to positioning device (13), and the positioning device (13) is flexibly connected with structure foundation (12),
The top movable of the soil horizon (1) is connected with capping apparatus (14).
2. a kind of shallow foundation rectifying of leaned building ruggedized construction according to claim 1, it is characterised in that: the steel structure layer
(3) it is collectively formed by reinforcing bar and concrete, and binding reinforcing bars reticulate.
3. a kind of shallow foundation rectifying of leaned building ruggedized construction according to claim 1, it is characterised in that: the pouring basin
(5) inside is cast with concrete, and the pouring basin (5) is internally provided with steel reinforcement cage, and the concrete layer (4) includes coagulation
Soil and steel reinforcement cage, and concrete layer (4) is fixedly connected with the concrete of pouring basin (5) inside.
4. a kind of shallow foundation rectifying of leaned building ruggedized construction according to claim 1, it is characterised in that: the supporting device
(10) and positioning device (13) is jack, and the load-bearing of supporting device (10) is greater than the load-bearing of positioning device (13).
5. a kind of shallow foundation rectifying of leaned building ruggedized construction according to claim 1, it is characterised in that: the capping apparatus
It (14) include cover board, the top movable of cover board is connected with locating rod, and locating rod is inside soil horizon (1) and pouring basin (5)
Concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821115435.0U CN208668487U (en) | 2018-07-13 | 2018-07-13 | A kind of shallow foundation rectifying of leaned building ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821115435.0U CN208668487U (en) | 2018-07-13 | 2018-07-13 | A kind of shallow foundation rectifying of leaned building ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208668487U true CN208668487U (en) | 2019-03-29 |
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ID=65828469
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821115435.0U Expired - Fee Related CN208668487U (en) | 2018-07-13 | 2018-07-13 | A kind of shallow foundation rectifying of leaned building ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208668487U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735453A (en) * | 2019-10-24 | 2020-01-31 | 王远顺 | deviation rectifying and reinforcing structure for shallow foundation building |
| CN113152921A (en) * | 2021-04-10 | 2021-07-23 | 江苏金云建设工程有限公司 | Ground ring beam reinforcing structure and construction method |
-
2018
- 2018-07-13 CN CN201821115435.0U patent/CN208668487U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110735453A (en) * | 2019-10-24 | 2020-01-31 | 王远顺 | deviation rectifying and reinforcing structure for shallow foundation building |
| CN110735453B (en) * | 2019-10-24 | 2021-07-09 | 王远顺 | Shallow foundation building reinforced structure of rectifying |
| CN113152921A (en) * | 2021-04-10 | 2021-07-23 | 江苏金云建设工程有限公司 | Ground ring beam reinforcing structure and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190329 Termination date: 20190713 |
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| CF01 | Termination of patent right due to non-payment of annual fee |