CN211621727U - Shallow foundation building reinforced structure of rectifying - Google Patents
Shallow foundation building reinforced structure of rectifying Download PDFInfo
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- CN211621727U CN211621727U CN201922116625.5U CN201922116625U CN211621727U CN 211621727 U CN211621727 U CN 211621727U CN 201922116625 U CN201922116625 U CN 201922116625U CN 211621727 U CN211621727 U CN 211621727U
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Abstract
The utility model discloses a shallow foundation building reinforced structure that rectifies, including the soil layer of filling up, concrete cushion and the ground of laying in proper order, fixed building is equipped with the wall body on the ground, the both sides of ground and wall body symmetry respectively are provided with down right-angle plate and last right-angle plate, and every go up the right-angle plate all with the lower right-angle plate fixed connection who corresponds, every go up the right-angle plate and all include horizontal end and vertical end, and every go up the horizontal end of right-angle plate and divide with vertical end and equally divide and do not inlay down component board and last component board, common fixed mounting has the swash plate on corresponding last component board and the lower component board, every the equal fixedly connected with mechanism of exerting pressure of swash plate. The utility model has simple structure, each device is convenient and simple to mount and dismount, the stress angle of the inclined plate can be flexibly adjusted, and the deviation rectifying efficiency of the device is higher; in the deviation rectifying process, the upper right-angle plate and the lower right-angle plate always play a role in fixing the building, and the self structure of the building is prevented from being damaged.
Description
Technical Field
The utility model relates to a building reinforcement technical field that rectifies especially relates to a shallow foundation building reinforced structure that rectifies.
Background
The shallow foundation generally refers to a foundation with a foundation burial depth of 3m-5m or a foundation with a foundation burial depth smaller than the foundation width, and for a shallow foundation building, the larger the height of the building is, the higher the possibility of settlement and deformation of a building body and the foundation is, so that the inclination degree of the building needs to be checked regularly, and when the building deviates obviously from a vertical position or an inclined wall affects use and even jeopardizes life safety of people, measures such as correction and reinforcement need to be taken.
The existing shallow foundation building deviation rectifying and reinforcing methods are various and comprise a soil digging deviation rectifying method, a precipitation processing method, a pile loading pressurization deviation rectifying method and a broken column jacking method, but the methods have some defects, such as inconvenience in disassembly and assembly, incapability of adjusting deviation rectifying stress positions according to the actual conditions of walls, structural damage of buildings in the deviation rectifying process and the like, and therefore, the deviation rectifying and reinforcing structure for the shallow foundation building is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving among the prior art shallow foundation building deviation rectifying reinforcing apparatus for and dismantling not convenient to install, can't rectify the shortcoming of atress position according to the adjustment of wall body actual conditions, and the shallow foundation building reinforced structure that rectifies who provides.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a shallow foundation building reinforced structure that rectifies, is including the soil layer of filling up, concrete cushion and the ground of laying in proper order, fixed building is equipped with the wall body on the ground, the both sides of ground and wall body symmetry respectively are provided with down right-angle plate and last right-angle plate, and every go up the right-angle plate all with the lower right-angle plate fixed connection who corresponds, every go up the right-angle plate and all include horizontal end and vertical end, and every go up the horizontal end of right-angle plate and divide equally with vertical end and do not inlay down component board and last component board, common fixed mounting has the swash plate on corresponding last component board and the lower component board, every the equal fixedly connected with mechanism of exerting pressure of swash plate.
Preferably, first fixed plate, every are installed to the symmetry on the concrete cushion first pneumatic cylinder is all installed to first fixed plate and corresponding between the lower right-angle plate, and the common welding of the upper end of the corresponding first fixed plate in position and lower right-angle plate has the steel sheet, every all fixedly on the steel sheet be equipped with the second fixed plate.
Preferably, each pressure applying mechanism comprises an assembling seat, a bearing seat and a second hydraulic cylinder, each assembling seat is mounted on the side wall of the corresponding second fixing plate through a bolt and is fixedly connected with the corresponding bearing seat, each second hydraulic cylinder is fixedly mounted on the corresponding bearing seat, and the telescopic end of each second hydraulic cylinder is fixedly connected with the corresponding inclined plate.
Preferably, all be provided with the filling layer between every last square and the lower square that corresponds, and the packing density of two filling layers is inequality.
Preferably, a plurality of reinforcing rods are uniformly arranged between each inclined plate and the corresponding upper right-angle plate.
The utility model has the advantages that:
1. through setting up devices such as first pneumatic cylinder, first fixed plate, lower right-angle plate, can consolidate it from building foundation part to adjust the inclination of building through first pneumatic cylinder.
2. Through setting up devices such as square, swash plate, second pneumatic cylinder, last component board, lower component board, the second pneumatic cylinder promotes the swash plate, and the swash plate can evenly transmit this effort to supreme right-angle board department to rectify to the building under the condition of guaranteeing not to damage wall body self structure, first pneumatic cylinder and second pneumatic cylinder simultaneous action, the efficiency of rectifying is higher.
3. Through setting up the filling layer that two packing density are different, on the great direction of building inclination, the density of filling layer is great, and the building is difficult to take place to subside the circumstances such as, makes the reinforcement effect of rectifying of building maintain longer time.
4. The angle of the second hydraulic cylinder can be changed by arranging the assembling seat, the bearing seat and other devices, and when the angles of the inclined plates are different, the acting forces acting on the horizontal end and the vertical end of the upper right-angle plate are different, so that the deviation correcting direction and speed can be flexibly adjusted in an angle changing mode; all through high strength bolt fixed connection between each device, the device installation of being convenient for is dismantled.
In summary, the utility model has simple structure, convenient and simple assembly and disassembly of each device, flexible adjustment of the stress angle of the sloping plate and higher deviation rectification efficiency of the device; in the deviation rectifying process, the upper right-angle plate and the lower right-angle plate always play a role in fixing the building, and the self structure of the building is prevented from being damaged.
Drawings
Fig. 1 is a schematic structural view of a deviation rectifying and reinforcing structure of a shallow foundation building provided by the present invention;
FIG. 2 is an enlarged view of FIG. 1 at A;
fig. 3 is an enlarged view of fig. 1 at B.
In the figure: 1 fills up soil layer, 2 concrete cushion, 3 first fixed plates, 4 first pneumatic cylinders, 5 lower right-angle plates, 6 foundations, 7 second fixed plates, 8 assembly seats, 9 swash plates, 10 second pneumatic cylinders, 11 bearing seats, 12 wall bodies, 13 upper stress-dividing plates, 14 upper right-angle plates, 15 strengthening rods, 16 lower stress-dividing 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.
Referring to fig. 1-3, a deviation rectifying and reinforcing structure for shallow foundation buildings comprises a soil cushion layer 1, a concrete cushion layer 2 and a foundation 6 which are laid in sequence, a wall body 12 is fixedly laid on the foundation 6, a lower right-angle plate 5 and an upper right-angle plate 14 are symmetrically arranged on two sides of the foundation 6 and the wall body 12 respectively, each upper right-angle plate 14 is fixedly connected with the corresponding lower right-angle plate 5, each upper right-angle plate 14 comprises a horizontal end and a vertical end, and the horizontal end and the vertical end of each upper right-angle plate 14 are respectively embedded with a lower component force plate 16 and an upper component force plate 13, the upper component force plate 13 and the lower component force plate 16 can equally divide the acting force on the upper right-angle plate 14, so that the acting force is uniformly stressed and deformation is avoided, inclined plates 9 are fixedly mounted on the corresponding upper component force plate 13 and the corresponding lower component force plate 16 together, and each inclined plate 9 is fixedly connected with a pressing mechanism.
The utility model discloses in, first fixed plate 3, every are installed to the symmetry on the concrete cushion 2 all install first pneumatic cylinder 4 between first fixed plate 3 and the lower right-angle plate 5 that corresponds, and the common welding of the upper end of the corresponding first fixed plate 3 in position and lower right-angle plate 5 has a steel sheet, every all fixed second fixed plate 7 that is equipped with on the steel sheet.
Each pressure mechanism all includes and joins in marriage dress seat 8, load seat 11 and second pneumatic cylinder 10, every join in marriage dress seat 8 all through the bolt mounting on the lateral wall of the second fixed plate 7 that corresponds and with the fixed continuous of corresponding load seat 11, every second pneumatic cylinder 10 all fixed mounting is on the load seat 11 that corresponds, and the flexible end of every second pneumatic cylinder 10 all with the fixed continuous of corresponding swash plate 9, join in marriage length, the incline direction, the specification of dress seat 8 and can change according to actual need to make the installation angle of second pneumatic cylinder 10 change.
Every goes up all to be provided with the filling layer between rectangular plate 14 and the lower rectangular plate 5 that corresponds, and the packing density on two filling layers is inequality, and on the great direction of building inclination, the density on filling layer is great, and the building is difficult to take place to subside the circumstances such as, makes the reinforcement effect of rectifying a deviation of building maintain longer time.
Every all evenly be provided with many anchor strut 15 between swash plate 9 and the corresponding right-angle plate 14, anchor strut 15 is used for improving the intensity of swash plate 9, avoids swash plate 9 fracture from the middle part, and in addition, anchor strut 15 still can be with effort evenly distributed at the vertical end of last right-angle plate 14.
The utility model discloses during the use, first lower right-angle plate 5 passes through bolt fixed mounting in 6 both sides of ground, also can directly adopt the mode of pouring to fix lower right-angle plate 5, then fixed first fixed plate 3 of installing in proper order, second fixed plate 7, go up right-angle plate 14, swash plate 9 etc. device, in the reinforcement process of rectifying a deviation, after confirming the angle that the building needs to rectify a deviation, open first pneumatic cylinder 4 and second pneumatic cylinder 10 (first pneumatic cylinder 4 and second pneumatic cylinder 10 are industrial pneumatic cylinder, the concrete model chooses for use according to actual need), first pneumatic cylinder 4 can play the fixed action simultaneously when rectifying a deviation to the ground 6 of building, guarantee that the atress of ground 6 is balanced in each place;
when the second hydraulic cylinder 10 pushes and presses the inclined plate 9, the inclined plate 9 transmits acting force to the upper right-angle plate 14 through the upper component force plate 13, the lower component force plate 16 and the reinforcing rod 15, and the wall body 12 is corrected through the upper right-angle plate 14, so that the contact area of the correction device and the wall body 12 is increased, and the self structure of the wall body 12 is prevented from being damaged;
when rectifying and reinforcing the building, the filling layer with different densities can be filled between the upper right-angle plate 14 and the lower right-angle plate 5, the filling layer can be filled in a jumping grouting or permeation grouting mode, grouting slurry can be formed by mixing materials such as cement, water glass and the like in proportion, and in the direction of the inclination of the building, the filling layer has higher density and can play a role in prolonging the construction effect of single rectifying and reinforcing operation.
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 (5)
1. The utility model provides a shallow foundation building reinforced structure that rectifies, is including the pad soil layer (1), concrete bed (2) and ground (6) of laying in proper order, a serial communication port, fixed building is equipped with wall body (12) on ground (6), the both sides of ground (6) and wall body (12) are respectively the symmetry be provided with down right-angle plate (5) and last right-angle plate (14), and every go up right-angle plate (14) all with lower right-angle plate (5) fixed connection who corresponds, every go up right-angle plate (14) and all include horizontal end and perpendicular end, and every goes up the horizontal end of right-angle plate (14) and perpendicular end and equally divide and do not inlay and be equipped with down component board (16) and go up component board (13), common fixed mounting has swash plate (9) on corresponding last component board (13) and lower component board (16), every the equal fixedly connected with mechanism of exerting pressure of swash plate (9).
2. The shallow foundation building rectification and reinforcement structure as claimed in claim 1, wherein the concrete cushion (2) is symmetrically provided with first fixing plates (3), a first hydraulic cylinder (4) is arranged between each first fixing plate (3) and the corresponding lower right-angle plate (5), the upper ends of the first fixing plates (3) and the lower right-angle plates (5) corresponding to each other are welded with steel plates together, and each steel plate is fixedly provided with a second fixing plate (7).
3. The shallow foundation building deviation rectifying and reinforcing structure as claimed in claim 1, wherein each of the pressure applying mechanisms comprises an assembling seat (8), a bearing seat (11) and a second hydraulic cylinder (10), each of the assembling seats (8) is mounted on the side wall of the corresponding second fixing plate (7) through bolts and is fixedly connected with the corresponding bearing seat (11), each of the second hydraulic cylinders (10) is fixedly mounted on the corresponding bearing seat (11), and the telescopic end of each of the second hydraulic cylinders (10) is fixedly connected with the corresponding inclined plate (9).
4. The shallow foundation building rectification reinforcing structure according to claim 1, wherein a filling layer is arranged between each upper right-angle plate (14) and the corresponding lower right-angle plate (5), and the filling densities of the two filling layers are different.
5. The shallow foundation building deviation rectifying and reinforcing structure as claimed in claim 1, wherein a plurality of reinforcing rods (15) are uniformly arranged between each inclined plate (9) and the corresponding upper right-angle plate (14).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201922116625.5U CN211621727U (en) | 2019-12-02 | 2019-12-02 | Shallow foundation building reinforced structure of rectifying |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201922116625.5U CN211621727U (en) | 2019-12-02 | 2019-12-02 | Shallow foundation building reinforced structure of rectifying |
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| CN211621727U true CN211621727U (en) | 2020-10-02 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627226A (en) * | 2020-12-29 | 2021-04-09 | 成祖伟 | Tower crane foundation structure |
| CN112714508A (en) * | 2020-12-17 | 2021-04-27 | 嘉兴恒创电力设计研究院有限公司 | Environment self-adaptive power communication sharing tower device |
| CN112779936A (en) * | 2021-02-04 | 2021-05-11 | 中铁建科江门人才岛投资有限公司 | Intelligent anti-tilt correction device for cultural building strip-based brick wall and construction method thereof |
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
| CN113006169A (en) * | 2021-02-25 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Device for rectifying and reinforcing pile foundation of precast pile of factory building |
-
2019
- 2019-12-02 CN CN201922116625.5U patent/CN211621727U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112714508A (en) * | 2020-12-17 | 2021-04-27 | 嘉兴恒创电力设计研究院有限公司 | Environment self-adaptive power communication sharing tower device |
| CN112627226A (en) * | 2020-12-29 | 2021-04-09 | 成祖伟 | Tower crane foundation structure |
| CN112627226B (en) * | 2020-12-29 | 2022-11-25 | 江苏群星矿用机械有限公司 | Tower crane foundation structure |
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
| CN112779936A (en) * | 2021-02-04 | 2021-05-11 | 中铁建科江门人才岛投资有限公司 | Intelligent anti-tilt correction device for cultural building strip-based brick wall and construction method thereof |
| CN113006169A (en) * | 2021-02-25 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Device for rectifying and reinforcing pile foundation of precast pile of factory building |
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