CN210342755U - Reinforcement of building structure of rectifying - Google Patents
Reinforcement of building structure of rectifying Download PDFInfo
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- CN210342755U CN210342755U CN201920925825.2U CN201920925825U CN210342755U CN 210342755 U CN210342755 U CN 210342755U CN 201920925825 U CN201920925825 U CN 201920925825U CN 210342755 U CN210342755 U CN 210342755U
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- fixedly connected
- building
- backup pad
- supporting plate
- bracing piece
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Abstract
The utility model discloses a structure of rectifying is consolidated to building relates to the building and consolidates the technical field of rectifying, and this structure of rectifying is consolidated to building, include the surface of building wall is provided with fixed stop, fixed stop's a plurality of first bracing pieces of fixed surface fixedly connected with, first bracing piece is including connecting blade, connecting bolt, the bottom fixedly connected with ground of building wall, the bottom of ground is provided with first backup pad, a plurality of heel posts of bottom fixedly connected with of first backup pad. This structure of rectifying of reinforcement of building, on the one hand through setting up the laminating of fixed stop and building wall, when the building takes place to incline, its power conducts to fixed stop through the building wall, and first bracing piece conducts the atress of fixed stop to first backup pad this moment, and first backup pad can be with the power of receiving conduct to second backup pad department, dispersion atress through the heel post this moment.
Description
Technical Field
The utility model relates to a building reinforcement technical field that rectifies specifically is a structure of rectifying of reinforcement of building.
Background
At present, with the increase of the using time of an existing building, the situation of inclination of different settlement of different positions of a foundation can cause the instability of the existing building to cause potential safety hazards. The inclination generally occurs from the side with less subsidence to the side with greater subsidence. The traditional deviation rectifying method generally belongs to forced deviation rectifying, namely, earth is unloaded from one side with smaller settlement, so that the settlement of the side is increased due to the increase of the earth until the settlement is basically the same as that of the side with larger settlement, thereby realizing the forced deviation rectifying of the existing building. However, when the building is corrected, if the building is not reinforced, the building is inclined, which consumes time and money, so that a reinforcing and correcting structure for the building is provided.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a structure of rectifying is consolidated to reinforcement of building has solved the back reinforced (rfd) problem of building of rectifying.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes:
the utility model provides a structure of rectifying reinforcement of building, includes the building wall, the surface of building wall is provided with fixed stop, fixed stop's a plurality of first bracing pieces of surface fixedly connected with, first bracing piece is including connecting blade, connecting bolt, the bottom fixedly connected with ground of building wall, the bottom of ground is provided with first backup pad, a plurality of spandrel pillars of bottom fixedly connected with of first backup pad, the bottom fixedly connected with second backup pad of a plurality of spandrel pillars, the surface fixedly connected with of spandrel pillar cuts the fork arm, the bottom fixedly connected with second bracing piece of first backup pad, the middle part fixedly connected with of second bracing piece unloads the arm of force, the bottom of second backup pad is provided with the gravel layer.
Optionally, the fixed baffle is attached to the side of the building wall.
Optionally, the number of the first support rods is several, and the first support rods are made of the same material.
Optionally, the number of the bearing columns is several, and the bearing columns are all the same in size and material.
Optionally, the first supporting plate and the second supporting plate are made of stainless steel, and the surfaces of the first supporting plate and the second supporting plate are coated with antirust paint.
Optionally, the number of the scissor arms and the number of the second supporting rods are several, and the number of the unloading arms is the same as that of the second supporting rods.
Optionally, two ends of the scissor arm are respectively and fixedly connected to the top and the bottom of two adjacent bearing columns.
Optionally, the first support rod is fixedly connected with the fixed baffle plate in a manner of inserting and bolting.
Optionally, the connecting blade is fixedly connected to a side surface of the first supporting rod, and the first supporting rod and the fixed baffle are fixedly connected through the connecting blade and the connecting bolt.
Optionally, the top of the second support rod is fixedly connected to the bottom of the first support plate, the bottom of the second support rod is fixedly connected to the top of the second support plate, the connecting blade is fixedly connected to the side of the first support rod, and the first support rod and the first support plate are fixedly connected through the connecting blade and the connecting bolt.
(III) advantageous effects
The utility model provides a structure of rectifying is consolidated to building possesses following beneficial effect:
(1) this structure of rectifying of reinforcement of building, on the one hand through setting up the mounting plate and laminating with the building wall, when the building takes place to incline, its power conducts to mounting plate through the building wall, first bracing piece conducts the mounting plate atress to first backup pad this moment, with its power dispersion, first backup pad can be with the power of receiving through bearing post conduction to second backup pad department this moment, the power of dispersion is done, because the power dispersion face that is done all can this moment is great, so pressure reduces, prevent the building slope, on the other hand is provided with the gravel layer below the second backup pad, can avoid because the soil property is too loose ground subsides that cause, furthermore, this structure is convenient for install, can easily adopt this kind of method to install when adopting the top to stretch the method of rectifying, thereby consolidate the building, prevent slope once more.
(2) The structure of rectifying is consolidated to this building, the connected mode of first bracing piece and fixed stop adds bolted connection for pegging graft on the one hand, the effectual stability of guaranteeing first this bracing piece, secondly the power that fixed stop received can effectively conduct to first bracing piece, on the other hand, the user also can observe the building slope condition through observing the connecting bolt atress condition, in addition, the existence of second bracing piece can make the even conduction of power that first bracing piece received to the second backup pad around, prevent that the atress is inhomogeneous and the second backup pad four corners slope that appears, can make the dispersion of second bracing piece atress through unloading the arm of force, prevent that the atress is too big and the rupture.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a left side view of the present invention;
fig. 3 is a top view of the present invention;
FIG. 4 is a schematic view of the connection of the fixed baffle of the present invention;
fig. 5 is a partial enlarged view of a portion a in fig. 4 according to the present invention;
fig. 6 is a partial enlarged view of the position B in fig. 4 according to the present invention.
In the figure: 1-building wall, 2-fixed baffle, 3-foundation, 4-first support rod, 5-first support plate, 6-bearing column, 7-second support rod, 7, 8-unloading arm, 9-shearing fork arm, 10-second support plate, 11-sandstone layer, 401-connecting blade and 402-connecting bolt.
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. 1-6, the present invention provides a technical solution:
the utility model provides a structure of rectifying is consolidated to building, includes building wall 1, its characterized in that:
the surface of building wall 1 is provided with fixed stop 2, fixed stop 2's a plurality of first bracing piece 4 of surface fixedly connected with, first bracing piece 4 is including connecting blade 401, connecting bolt 402, the bottom fixedly connected with ground 3 of building wall 1, the bottom of ground 3 is provided with first bracing piece 5, a plurality of heel post 6 of the bottom fixedly connected with of first bracing piece 5, the bottom fixedly connected with second backup pad 10 of a plurality of heel post 6, the surface fixedly connected with of heel post 6 cuts fork arm 9, the bottom fixedly connected with second bracing piece 7 of first bracing piece 5, the middle part fixedly connected with of second bracing piece 7 unloads arm of force 8, the bottom of second backup pad 10 is provided with gravel layer 11.
As an optional technical solution of the utility model:
the fixed baffle 2 is attached to the side surface of the building wall 1.
As an optional technical solution of the utility model:
the quantity of a plurality of first bracing piece 4 is a plurality of, and the big or small material homogeneous phase of a plurality of first bracing piece 4 is the same.
As an optional technical solution of the utility model:
the number of the bearing columns 6 is a plurality, and the bearing columns 6 are all the same in size and material.
As an optional technical solution of the utility model:
the first support plate 5 and the second support plate 10 are made of stainless steel, and the surfaces of the first support plate 5 and the second support plate 10 are coated with antirust paint.
As an optional technical solution of the utility model:
the number of the scissor arms 9 and the number of the second supporting rods 7 are several, the calculation is carried out according to the field condition, and the number of the force unloading arms 8 is the same as that of the second supporting rods 7.
As an optional technical solution of the utility model:
two ends of the scissor arm 9 are respectively and fixedly connected with the top and the bottom of the two adjacent bearing columns 6.
As an optional technical solution of the utility model:
the first supporting rod 4 and the fixed baffle 2 are fixedly connected in a plug-in and bolt connection mode.
As an optional technical solution of the utility model:
the connecting blade 401 is fixedly connected to the side surface of the first supporting rod 4, and the first supporting rod 4 and the fixed baffle 2 are fixedly connected through the connecting blade 401 and the connecting bolt 402.
As an optional technical solution of the utility model:
the top of second bracing piece 7 is fixed connection in the bottom of first backup pad 5, and the bottom fixed connection of second bracing piece 7 is at the top of second backup pad 10, connects blade 401 fixed connection in the side of first backup pad 4, and first backup pad 4, first backup pad 5 are through connecting blade 401, connecting bolt 402 fixed connection.
In use, when the building is inclined, the force is transmitted to the fixed baffle 2 through the building wall 1, the force applied to the fixed baffle 2 is transmitted to the first supporting plate 5 by the first supporting rod 4, the force is dispersed, and the force applied to the first supporting plate 5 can be transmitted to the second supporting plate 10 through the bearing column 6.
In summary, the reinforcing and deviation rectifying structure of the building, on one hand, by arranging the fixing baffle 2 to be attached to the building wall 1, when the building inclines, the force is transmitted to the fixing baffle 2 through the building wall 1, at the moment, the force received by the fixing baffle 2 is transmitted to the first supporting plate 5 through the first supporting rod 4, the force is dispersed, at the moment, the force received by the first supporting plate 5 can be transmitted to the second supporting plate 10 through the bearing column 6, the stress is dispersed, because the stress dispersion surface is larger at the moment, the pressure intensity is reduced, the building inclination is prevented, on the other hand, the sandstone layer 11 is arranged below the second supporting plate 10, the ground subsidence caused by the soil property being too loose can be avoided, in addition, the structure is convenient to install, when the top extension deviation rectifying method is adopted, the method can be easily adopted for installing, so as to reinforce the building, the re-inclination is prevented, first bracing piece 4 adds bolted connection for pegging graft with fixed stop 2's connected mode on the one hand, the effectual stability of this bracing piece 4 of having guaranteed, secondly the power that fixed stop 2 received can effectively be conducted to first bracing piece 4, on the other hand, the user also can observe the building slope condition through observing connecting bolt 402 atress condition, in addition, the existence of second bracing piece 7 can make the even conduction of power that first bracing piece 5 received to second bracing piece 10 all around, prevent that the atress is inhomogeneous and the slope of second bracing piece 10 four corners that appears, can make the power dispersion that second bracing piece 7 received through unloading arm 8, prevent that the atress is too big and the rupture.
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 (10)
1. The utility model provides a structure of rectifying is consolidated to building, includes building wall (1), its characterized in that:
the outer surface of the building wall (1) is provided with a fixed baffle (2), the outer surface of the fixed baffle (2) is fixedly connected with a plurality of first supporting rods (4), each first supporting rod (4) comprises a connecting blade (401) and a connecting bolt (402), the bottom of the building wall (1) is fixedly connected with a foundation (3), the bottom of the foundation (3) is provided with a first supporting plate (5), the bottom of the first supporting plate (5) is fixedly connected with a plurality of bearing columns (6), the bottom ends of the bearing columns (6) are fixedly connected with a second supporting plate (10), the outer surface of each bearing column (6) is fixedly connected with a shear fork arm (9), the bottom of the first supporting plate (5) is fixedly connected with a second supporting rod (7), and the middle part of the second supporting rod (7) is fixedly connected with a force unloading arm (8), and a sand stone layer (11) is arranged at the bottom of the second supporting plate (10).
2. The reinforcement deviation rectifying structure for buildings according to claim 1,
the fixed baffle (2) is attached to the side face of the building wall (1).
3. The reinforcement deviation rectifying structure for buildings according to claim 1,
the quantity of a plurality of first bracing piece (4) is a plurality of, and is a plurality of the size material homogeneous phase of first bracing piece (4).
4. The reinforcement deviation rectifying structure for buildings according to claim 1,
the number of the bearing columns (6) is a plurality, and the bearing columns (6) are all the same in size and material.
5. The reinforcement deviation rectifying structure for buildings according to claim 1,
the first supporting plate (5) and the second supporting plate (10) are made of stainless steel, and the surfaces of the first supporting plate (5) and the second supporting plate (10) are coated with antirust paint.
6. The reinforcement deviation rectifying structure for buildings according to claim 1,
the number of the scissor arms (9) and the number of the second supporting rods (7) are a plurality, and the number of the unloading arms (8) is the same as that of the second supporting rods (7).
7. The reinforcement deviation rectifying structure for buildings according to claim 1,
two ends of the scissor arm (9) are respectively and fixedly connected to the top and the bottom of the two adjacent bearing columns (6).
8. The reinforcement deviation rectifying structure for buildings according to claim 1,
the first supporting rod (4) is fixedly connected with the fixed baffle (2) in an inserting and bolt connection mode.
9. The reinforcement deviation rectifying structure for buildings according to claim 1,
the connecting blade (401) is fixedly connected to the side face of the first supporting rod (4), and the first supporting rod (4) and the fixed baffle (2) are fixedly connected through the connecting blade (401) and the connecting bolt (402).
10. The reinforcement deviation rectifying structure for buildings according to claim 1,
the top fixed connection of second bracing piece (7) is in the bottom of first backup pad (5), the bottom fixed connection of second bracing piece (7) is at the top of second backup pad (10), connect blade (401) fixed connection in the side of first backup pad (4), first backup pad (5) are through connecting blade (401), connecting bolt (402) fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920925825.2U CN210342755U (en) | 2019-06-19 | 2019-06-19 | Reinforcement of building structure of rectifying |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920925825.2U CN210342755U (en) | 2019-06-19 | 2019-06-19 | Reinforcement of building structure of rectifying |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210342755U true CN210342755U (en) | 2020-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920925825.2U Active CN210342755U (en) | 2019-06-19 | 2019-06-19 | Reinforcement of building structure of rectifying |
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| CN (1) | CN210342755U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
-
2019
- 2019-06-19 CN CN201920925825.2U patent/CN210342755U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112900909A (en) * | 2021-01-18 | 2021-06-04 | 郭凤娟 | Efficient positioning mechanism that rectifies of wall body for building engineering |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210621 Address after: No. 30, Hua Yan Road, North District of Tangshan City Road, Hebei Province, Hebei Patentee after: TANGSHAN PLANNING AND ARCHITECTURAL DESIGN & Research Institute Address before: 063000 planning, architectural design and Research Institute, No. 30, middle Huayan Road, Lubei District, Tangshan City, Hebei Province Patentee before: Gan Yu |
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| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No. 30, Hua Yan Road, North District of Tangshan City Road, Hebei Province, Hebei Patentee after: Tangshan Planning and Architectural Design Institute Co.,Ltd. Address before: No. 30, Hua Yan Road, North District of Tangshan City Road, Hebei Province, Hebei Patentee before: TANGSHAN PLANNING AND ARCHITECTURAL DESIGN & Research Institute |