CN211646503U - Shallow foundation building reinforced structure of rectifying - Google Patents
Shallow foundation building reinforced structure of rectifying Download PDFInfo
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- CN211646503U CN211646503U CN201922378603.6U CN201922378603U CN211646503U CN 211646503 U CN211646503 U CN 211646503U CN 201922378603 U CN201922378603 U CN 201922378603U CN 211646503 U CN211646503 U CN 211646503U
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Abstract
The utility model discloses a shallow foundation building reinforced structure that rectifies, including foundation soil layer, be equipped with the concrete placement layer on the foundation soil layer, the concrete placement in situ symmetry is equipped with two spacing templates of building, two be equipped with shallow foundation building body between the spacing template of building, the concrete placement layer upper berth is equipped with horizontal fixed plate, fixedly connected with bracing piece on the horizontal fixed plate, the one end that horizontal fixed plate was kept away from to the bracing piece is equipped with reinforcing mechanism, the runner has been seted up in the spacing template of building, it has the fluid to annotate in the runner, is equipped with extrusion mechanism in the runner, it has first piston piece to go back sliding connection in the runner. The utility model discloses the staff makes it drive first piston piece and slides in the runner through rotatory wall screw rod, makes its fluid overflow extrusion second piston plate, the second piston plate slides and drives the piston rod and remove, then the stripper plate begins to extrude shallow foundation building body, rectifies to consolidate it.
Description
Technical Field
The utility model relates to a shallow foundation building technical field especially relates to a shallow foundation building reinforced structure of rectifying.
Background
The shallow foundation generally refers to a foundation which is built only by common construction such as drainage, grooving and the like, wherein the foundation burial depth is 3-5 m or is smaller than the foundation width, the vertical dimension of the foundation is equivalent to the plane dimension of the foundation, and the influence of the side friction on the bearing capacity of the foundation is negligible. The shallow foundation can be divided into an expansion foundation, a combined foundation, a bar foundation under a column, a crossed bar foundation under the column, a raft foundation, a box foundation and a shell foundation according to the structural form.
The existing deviation rectifying mechanism has large damage to the original structure of a shallow foundation building, and has poor stability and insufficient strength for reinforcing the foundation of the building in the deviation rectifying process of the shallow foundation building.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving and having "rectifying mechanism great to shallow foundation building original structure damage among the prior art, moreover at the in-process of rectifying to shallow foundation building, reinforce intensity inadequately to the basis of building, the relatively poor shortcoming of stability, and provide a shallow foundation building reinforced structure that rectifies.
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, includes foundation soil layer, be equipped with the concrete placement layer on the foundation soil layer, the intraformational symmetry of concrete placement is equipped with two spacing templates of building, two be equipped with shallow foundation building body between the spacing template of building, the concrete placement layer upper berth is equipped with horizontal fixed plate, fixedly connected with bracing piece on the horizontal fixed plate, the one end that horizontal fixed plate was kept away from to the bracing piece is equipped with reinforcing mechanism, the runner has been seted up in the spacing template of building, the fluid has been annotated in the runner, is equipped with extrusion mechanism in the runner, still sliding connection has first piston block in the runner, it has the wall screw rod to rotate on the first piston block, wall screw rod threaded connection is on horizontal fixed plate.
Preferably, the reinforcing mechanism comprises a vertical fixing plate, the vertical fixing plate is fixedly connected with the supporting rod, and the vertical fixing plate is fixedly connected with the shallow foundation building body through a fixing bolt.
Preferably, the extrusion mechanism includes a second piston plate, the second piston plate is slidably connected in the flow channel, one side of the second piston plate is fixedly connected with a piston rod, and one end of the piston rod penetrating through the flow channel is fixedly connected with the extrusion plate.
Preferably, the lateral surfaces of the transverse fixing plate and the vertical fixing plate are provided with anti-skid grains.
Preferably, the flow channel is arranged in a serpentine shape, and the fluid is liquid glue.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the staff makes it drive first piston piece and slides in the flow channel through rotatory wall screw to extrude the fluid, make its fluid overflow extrude the second piston board, the second piston board slides and drives the piston rod and remove, then the stripper plate begins to extrude shallow foundation building body, rectifies to consolidate it, fixes vertical fixed plate on shallow foundation building body through fixing bolt simultaneously, thereby further reinforcement is advanced to shallow foundation building body under the supporting effect of bracing piece, guarantees to consolidate the effect.
2. Because the fluid has unique viscoelastic characteristics, intermolecular interaction can hinder the movement of molecular chains, thereby showing the characteristic of viscous damping, leading the fluid to absorb the vibration amplitude when the shallow foundation building body is impacted and playing a good role in buffering and protecting.
Drawings
Fig. 1 is a schematic front structural view of a deviation rectifying and reinforcing structure of a shallow foundation building provided by the present invention;
fig. 2 is an enlarged schematic view of a point a in fig. 1.
In the figure: the concrete-filled concrete composite wall is characterized by comprising 1.
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.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-2, a shallow foundation building reinforced structure that rectifies, including foundation soil layer 1, be equipped with concrete placement layer 2 on foundation soil layer 1, the symmetry is equipped with two spacing templates 3 of building in concrete placement layer 2, be equipped with shallow foundation building body 4 between two spacing templates 3 of building, concrete placement layer 2 upper berth is equipped with horizontal fixed plate 5, fixedly connected with bracing piece 6 on the horizontal fixed plate 5, the one end that horizontal fixed plate 5 was kept away from to bracing piece 6 is equipped with reinforcing mechanism, reinforcing mechanism includes vertical fixed plate 7, vertical fixed plate 7 and bracing piece 6 fixed connection, vertical fixed plate 7 passes through fixing bolt 8 and shallow foundation building body 4 fixed connection, further reinforcement is carried out shallow foundation building body 4 under the supporting effect of bracing piece 6, guarantee the reinforcing effect.
A flow channel 14 is formed in the building limiting template 3, a fluid 11 is injected into the flow channel 14, the flow channel 14 is arranged in a snake shape, the fluid 11 is liquid glue, the liquid glue has unique viscoelasticity characteristics, the intermolecular interaction can hinder the movement of a molecular chain, thereby showing the characteristics of viscous damping, playing a role in buffering and damping effects, an extrusion mechanism is arranged in the flow channel 14, the extrusion mechanism comprises a second piston plate 12, the second piston plate 12 is connected in the flow channel 14 in a sliding manner, a piston rod 13 is fixedly connected to one side of the second piston plate 12, one end of the piston rod 13 penetrating through the flow channel 14 is fixedly connected with an extrusion plate 15, the fluid 11 is used as a force transmission medium, the second piston plate 12 slides to drive the piston rod 13 to move, then the extrusion plate 15 begins to extrude the shallow foundation building body 4 to correct and reinforce the shallow foundation, a first piston block 10 is further connected in the flow channel 14 in a sliding manner, a, the wall-through screw rod 9 is in threaded connection with the transverse fixing plate 5, and anti-skid grains are arranged on the side faces of the transverse fixing plate 5 and the vertical fixing plate 7, so that the friction coefficient of a contact surface is increased.
In the utility model, the worker rotates the wall-through screw 9 to drive the first piston block 10 to slide in the flow passage 14, and extrudes the fluid 11 to make the fluid 11 overflow and extrude the second piston plate 12, the second piston plate 12 slides to drive the piston rod 13 to move, then the extrusion plate 15 begins to extrude the shallow foundation building body 4, the correction and reinforcement are carried out, meanwhile, the vertical fixing plate 7 is fixed on the shallow foundation building body 4 through the fixing bolt 8, thereby further reinforcing the shallow foundation building body 4 under the supporting effect of the supporting rods 6, ensuring the reinforcing effect, due to the unique viscoelastic properties of the liquid 11, molecular interactions can impede molecular chain movement, therefore, the fluid 11 can absorb the vibration amplitude of the shallow foundation building body 4 when the shallow foundation building body is impacted, and a good buffering protection effect is achieved.
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 shallow foundation building rectification reinforcing structure comprises a foundation soil layer (1) and is characterized in that a concrete pouring layer (2) is arranged on the foundation soil layer (1), two building limiting templates (3) are symmetrically arranged in the concrete pouring layer (2), a shallow foundation building body (4) is arranged between the two building limiting templates (3), a transverse fixing plate (5) is laid on the concrete pouring layer (2), a supporting rod (6) is fixedly connected to the transverse fixing plate (5), a reinforcing mechanism is arranged at one end, far away from the transverse fixing plate (5), of the supporting rod (6), a flow channel (14) is formed in each building limiting template (3), a fluid (11) is injected into the flow channel (14), an extruding mechanism is arranged in the flow channel (14), and a first piston block (10) is further connected to the flow channel (14) in a sliding manner, the first piston block (10) is rotatably connected with a wall-penetrating screw rod (9), and the wall-penetrating screw rod (9) is in threaded connection with the transverse fixing plate (5).
2. The shallow foundation building rectification reinforcing structure as claimed in claim 1, wherein the reinforcing mechanism comprises a vertical fixing plate (7), the vertical fixing plate (7) is fixedly connected with the supporting rod (6), and the vertical fixing plate (7) is fixedly connected with the shallow foundation building body (4) through a fixing bolt (8).
3. The shallow foundation building rectification reinforcing structure as claimed in claim 1, wherein the extruding mechanism comprises a second piston plate (12), the second piston plate (12) is slidably connected in the flow channel (14), a piston rod (13) is fixedly connected to one side of the second piston plate (12), and an extruding plate (15) is fixedly connected to one end of the piston rod (13) penetrating through the flow channel (14).
4. The shallow foundation building deviation rectifying and reinforcing structure as claimed in claim 1, wherein the lateral surfaces of the transverse fixing plate (5) and the vertical fixing plate (7) are provided with anti-skid lines.
5. The shallow foundation building rectifying reinforcement structure according to claim 1, wherein the flow channel (14) is arranged in a serpentine shape, and the fluid (11) is liquid glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922378603.6U CN211646503U (en) | 2019-12-26 | 2019-12-26 | Shallow foundation building reinforced structure of rectifying |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922378603.6U CN211646503U (en) | 2019-12-26 | 2019-12-26 | Shallow foundation building reinforced structure of rectifying |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211646503U true CN211646503U (en) | 2020-10-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922378603.6U Expired - Fee Related CN211646503U (en) | 2019-12-26 | 2019-12-26 | Shallow foundation building reinforced structure of rectifying |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211646503U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006513A (en) * | 2021-02-05 | 2021-06-22 | 中铁十六局集团路桥工程有限公司 | Intelligent continuous wall deviation rectifying device and method for three-in-one soil foundation |
| CN114210785A (en) * | 2021-11-17 | 2022-03-22 | 丘优先 | Numerical control six-roller plate bending machine |
-
2019
- 2019-12-26 CN CN201922378603.6U patent/CN211646503U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113006513A (en) * | 2021-02-05 | 2021-06-22 | 中铁十六局集团路桥工程有限公司 | Intelligent continuous wall deviation rectifying device and method for three-in-one soil foundation |
| CN113006513B (en) * | 2021-02-05 | 2022-08-02 | 中铁十六局集团路桥工程有限公司 | Intelligent continuous wall deviation rectifying device and method for three-in-one soil foundation |
| CN114210785A (en) * | 2021-11-17 | 2022-03-22 | 丘优先 | Numerical control six-roller plate bending machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201009 Termination date: 20211226 |