CN210216529U - Building reinforcing and deviation rectifying structure - Google Patents
Building reinforcing and deviation rectifying structure Download PDFInfo
- Publication number
- CN210216529U CN210216529U CN201920766289.6U CN201920766289U CN210216529U CN 210216529 U CN210216529 U CN 210216529U CN 201920766289 U CN201920766289 U CN 201920766289U CN 210216529 U CN210216529 U CN 210216529U
- Authority
- CN
- China
- Prior art keywords
- foundation
- reinforcing
- deviation rectifying
- static pressure
- inclined plane
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 65
- 230000003068 static effect Effects 0.000 claims abstract description 33
- 238000009434 installation Methods 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 239000002689 soil Substances 0.000 description 9
- 238000000034 method Methods 0.000 description 6
- 230000000149 penetrating effect Effects 0.000 description 4
- 238000001556 precipitation Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000005056 compaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
Images
Landscapes
- Foundations (AREA)
Abstract
The utility model belongs to the technical field of building structure rectification and reinforcement, and discloses a building reinforcement rectification structure, which comprises a foundation (1), static pressure piles (2) and reinforcement parts (3) arranged at two sides of the foundation (1), wherein the reinforcement parts (3) are connected with the static pressure piles (2); the lateral wall of ground (1) includes vertical face A (4) and inclined plane A (5), the lateral wall that reinforcing portion (3) are close to ground (1) is equipped with vertical face B (6) and inclined plane B (7), and vertical face A (4) contact with vertical face B (6), and inclined plane A (5) contact with inclined plane B (7). The utility model discloses simple structure, stability is good, consolidates and rectifies effectually.
Description
Technical Field
The utility model belongs to the technical field of building structure rectifies and consolidates, concretely relates to structure of rectifying is consolidated to building.
Background
Some buildings with inclined surfaces often have the problem that the foundation bearing capacity is not satisfactory. The deviation correcting method for buildings generally comprises a soil digging deviation correcting method, a precipitation treatment method and the like. The soil digging and correcting method is to dig out partial soil under the foundation with smaller settlement of the inclined building to cause the soil under the foundation to be partially empty, so that the contact area between the partial foundation and the soil is reduced, the lateral soil squeezing deformation is caused, the soil under the foundation is forced to generate certain compaction sinking or lateral extrusion deformation under the self-weight action of the building, and the differential settlement of the whole foundation is adjusted, thereby achieving the purpose of correcting the inclination of the building. The precipitation deviation rectifying method is that on the ground surface of the opposite side of outdoor inclination, several open caisson or well point pipes, large-diameter precipitation well pipes and other deep well points are set, and a pump is set to pump water, or outside ditches are dug and drained to forcibly reduce underground water level, so that the pore water in soil is reduced and the soil is pressed to sink, so that the inclination is recovered. Besides the above method, some reinforcing and deviation rectifying structures are usually adopted to prevent the inclination of the building, however, the structure is complex, the stability is poor, and the reinforcing effect is not good.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems existing in the prior art, the utility model aims to provide a deviation rectifying structure is consolidated to building.
The utility model discloses the technical scheme who adopts does: a building reinforcing and deviation rectifying structure comprises a foundation, static pressure piles and reinforcing parts arranged on two sides of the foundation, wherein the reinforcing parts are connected with the static pressure piles; the lateral wall of ground includes vertical face A and inclined plane A, the lateral wall that the portion of consolidating is close to the ground is equipped with vertical face B and inclined plane B, and vertical face A contacts with vertical face B, and inclined plane A and inclined plane B contact.
Furthermore, the static pressure pile is provided with a plurality of static pressure piles, a pile cap is arranged at the top of the static pressure pile at the same side of the foundation, and the reinforcing part is connected with the pile cap.
Furthermore, a fixing rod A is arranged at the top of the pile cap, and a fixing hole A matched with the fixing rod A is formed in the reinforcing part.
Furthermore, the ground be provided with the mounting hole that link up the left and right sides, wear to be equipped with in the mounting hole and rectify the pole, rectify the pole both ends and be connected with the reinforcement portion of ground both sides respectively.
Further, the reinforcement portion of ground both sides all is connected with the supporting seat, and open at the top of supporting seat has the draw-in groove, it places in the draw-in groove to rectify the pole.
Further, the supporting seat is provided with an installation flange, a fixing hole B is formed in the installation flange, a fixing rod B is arranged at the top of the reinforcing portion, and the fixing rod B penetrates through the fixing hole B.
Furthermore, the clamping groove is a semi-cylindrical notch.
Furthermore, a threaded rod is arranged at the end part of the deviation correcting rod, and the bolt rod is connected with a fastening nut.
The utility model has the advantages that: the reinforcing part is used for reinforcing the foundation, so that the left and right inclination of a building is avoided, and the whole structure is more stable due to the matching of the reinforcing part and the foundation; and the foundation is prevented from inclining transversely and longitudinally by the arrangement of the deviation rectifying rods.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic structural view of the support base of the present invention;
in the figure: 1-foundation, 2-static pressure pile, 3-reinforcing part, 4-vertical surface A, 5-inclined surface A, 6-vertical surface B, 7-inclined surface B, 8-pile cap, 9-fixing rod A, 10-fixing hole A, 11-deviation rectifying rod, 12-supporting seat, 13-clamping groove and 14-fixing hole B.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
In the description of the embodiments of the present invention, it should be understood that the terms "upper", "front", "rear", "left", "right", "bottom", "side", 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 embodiments.
In the description of the embodiments of the present invention, it should be further noted that unless otherwise explicitly stated or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may include, for example, a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood as appropriate by those of ordinary skill in the art.
The present invention will be further described with reference to the accompanying drawings and specific embodiments.
Example one
As shown in fig. 1, a building reinforcing and deviation rectifying structure comprises a foundation 1, static pressure piles 2 and reinforcing parts 3 arranged at two sides of the foundation 1, wherein the reinforcing parts 3 are connected with the static pressure piles 2; the side wall of foundation 1 includes vertical face A4 and inclined plane A5, the lateral wall that reinforcing portion 3 is close to foundation 1 is equipped with vertical face B6 and inclined plane B7, and vertical face A4 contacts with vertical face B6, and inclined plane A5 contacts with inclined plane B7, makes reinforcing portion 3 compress tightly the both sides of foundation 1, prevents that foundation 1 from taking place the slope. The lower part of the section of the foundation 1 is trapezoidal, so that the foundation 1 is in contact with the bottom surface in a larger area, and the inclination of the foundation 1 is prevented.
As shown in fig. 1, the static pressure pile 2 is preferably provided in plurality and inserted into the deep underground by a static pressure machine. Pile cap 8 is arranged on the top of static pressure pile 2 on the same side of foundation 1, and reinforcing part 3 is connected with pile cap 8. Through the design of pile cap 8, make whole structure bear more stably.
As shown in fig. 1 and 2, the foundation 1 is provided with mounting holes penetrating through the left and right sides, a deviation rectifying rod 11 penetrates through the mounting holes, and two ends of the deviation rectifying rod 11 are respectively connected with the reinforcing parts 3 on the two sides of the foundation 1. Rectify pole 11 and support ground 1, avoid ground 1's horizontal slope about, simultaneously, set up a plurality of poles 11 that rectify on whole banding ground 1, avoided ground 1 longitudinal inclination.
Example two
As shown in fig. 1, a building reinforcing and deviation rectifying structure comprises a foundation 1, static pressure piles 2 and reinforcing parts 3 arranged at two sides of the foundation 1, wherein the reinforcing parts 3 are connected with the static pressure piles 2; the side wall of foundation 1 includes vertical face A4 and inclined plane A5, the lateral wall that reinforcing portion 3 is close to foundation 1 is equipped with vertical face B6 and inclined plane B7, and vertical face A4 contacts with vertical face B6, and inclined plane A5 contacts with inclined plane B7, makes reinforcing portion 3 compress tightly the both sides of foundation 1, prevents that foundation 1 from taking place the slope. The lower part of the section of the foundation 1 is trapezoidal, so that the foundation 1 is in contact with the bottom surface in a larger area, and the inclination of the foundation 1 is prevented.
As shown in fig. 1, the static pressure pile 2 is preferably provided in plurality and inserted into the deep underground by a static pressure machine. Pile cap 8 is arranged on the top of static pressure pile 2 on the same side of foundation 1, and reinforcing part 3 is connected with pile cap 8. Through the design of pile cap 8, make whole structure bear more stably.
As shown in fig. 1 and 2, the foundation 1 is provided with mounting holes penetrating through the left and right sides, a deviation rectifying rod 11 penetrates through the mounting holes, and two ends of the deviation rectifying rod 11 are respectively connected with the reinforcing parts 3 on the two sides of the foundation 1. Rectify pole 11 and support ground 1, avoid ground 1's horizontal slope about, simultaneously, set up a plurality of poles 11 that rectify on whole banding ground 1, avoided ground 1 longitudinal inclination.
Further, a fixing rod A9 is arranged at the top of the pile cap 8, and a fixing hole A10 matched with the fixing rod A9 is arranged on the reinforcing part 3. When the fixing rod A9 is installed, the reinforcing part 3 can be directly installed on the fixing rod A9, and the operation is convenient.
EXAMPLE III
As shown in fig. 1, a building reinforcing and deviation rectifying structure comprises a foundation 1, static pressure piles 2 and reinforcing parts 3 arranged at two sides of the foundation 1, wherein the reinforcing parts 3 are connected with the static pressure piles 2; the side wall of foundation 1 includes vertical face A4 and inclined plane A5, the lateral wall that reinforcing portion 3 is close to foundation 1 is equipped with vertical face B6 and inclined plane B7, and vertical face A4 contacts with vertical face B6, and inclined plane A5 contacts with inclined plane B7, makes reinforcing portion 3 compress tightly the both sides of foundation 1, prevents that foundation 1 from taking place the slope. The lower part of the section of the foundation 1 is trapezoidal, so that the foundation 1 is in contact with the bottom surface in a larger area, and the inclination of the foundation 1 is prevented.
As shown in fig. 1, the static pressure pile 2 is preferably provided in plurality and inserted into the deep underground by a static pressure machine. Pile cap 8 is arranged on the top of static pressure pile 2 on the same side of foundation 1, and reinforcing part 3 is connected with pile cap 8. Through the design of pile cap 8, make whole structure bear more stably.
As shown in fig. 1 and 2, the foundation 1 is provided with mounting holes penetrating through the left and right sides, a deviation rectifying rod 11 penetrates through the mounting holes, and two ends of the deviation rectifying rod 11 are respectively connected with the reinforcing parts 3 on the two sides of the foundation 1. Rectify pole 11 and support ground 1, avoid ground 1's horizontal slope about, simultaneously, set up a plurality of poles 11 that rectify on whole banding ground 1, avoided ground 1 longitudinal inclination.
Further, a fixing rod A9 is arranged at the top of the pile cap 8, and a fixing hole A10 matched with the fixing rod A9 is arranged on the reinforcing part 3. When the fixing rod A9 is installed, the reinforcing part 3 can be directly installed on the fixing rod A9, and the operation is convenient.
As shown in fig. 1 and 2, the reinforcing parts 3 on both sides of the foundation 1 are connected with supporting seats 12, the tops of the supporting seats 12 are provided with clamping grooves 13, and the deviation rectifying rods 11 are placed in the clamping grooves 13. Supporting seat 12 be provided with mounting flange, it has fixed orifices B14 to open on the mounting flange, its symmetry is equipped with two, 3 tops of reinforcing portion are provided with the dead lever B with fixed orifices B looks adaptation, dead lever B wears to locate in the fixed orifices B14. When the support seat 12 is installed, the fixing rod B passes through the fixing hole B14, and the support seat 12 is installed. Then, the deviation rectifying rod 11 passes through the clamping groove 13 and the mounting hole on the foundation 1, so as to realize the support of the foundation 1. The whole supporting structure is convenient to install and operate and simple in structure.
Example four
As shown in fig. 1, a building reinforcing and deviation rectifying structure comprises a foundation 1, static pressure piles 2 and reinforcing parts 3 arranged at two sides of the foundation 1, wherein the reinforcing parts 3 are connected with the static pressure piles 2; the side wall of foundation 1 includes vertical face A4 and inclined plane A5, the lateral wall that reinforcing portion 3 is close to foundation 1 is equipped with vertical face B6 and inclined plane B7, and vertical face A4 contacts with vertical face B6, and inclined plane A5 contacts with inclined plane B7, makes reinforcing portion 3 compress tightly the both sides of foundation 1, prevents that foundation 1 from taking place the slope. The lower part of the section of the foundation 1 is trapezoidal, so that the foundation 1 is in contact with the bottom surface in a larger area, and the inclination of the foundation 1 is prevented.
As shown in fig. 1, the static pressure pile 2 is preferably provided in plurality and inserted into the deep underground by a static pressure machine. Pile cap 8 is arranged on the top of static pressure pile 2 on the same side of foundation 1, and reinforcing part 3 is connected with pile cap 8. Through the design of pile cap 8, make whole structure bear more stably.
As shown in fig. 1 and 2, the foundation 1 is provided with mounting holes penetrating through the left and right sides, a deviation rectifying rod 11 penetrates through the mounting holes, and two ends of the deviation rectifying rod 11 are respectively connected with the reinforcing parts 3 on the two sides of the foundation 1. Rectify pole 11 and support ground 1, avoid ground 1's horizontal slope about, simultaneously, set up a plurality of poles 11 that rectify on whole banding ground 1, avoided ground 1 longitudinal inclination.
Further, a fixing rod A9 is arranged at the top of the pile cap 8, and a fixing hole A10 matched with the fixing rod A9 is arranged on the reinforcing part 3. When the fixing rod A9 is installed, the reinforcing part 3 can be directly installed on the fixing rod A9, and the operation is convenient.
As shown in fig. 1 and 2, the reinforcing parts 3 on both sides of the foundation 1 are connected with supporting seats 12, the tops of the supporting seats 12 are provided with clamping grooves 13, and the deviation rectifying rods 11 are placed in the clamping grooves 13. Supporting seat 12 be provided with mounting flange, it has fixed orifices B14 to open on the mounting flange, its symmetry is equipped with two, 3 tops of reinforcing portion are provided with the dead lever B with fixed orifices B looks adaptation, dead lever B wears to locate in the fixed orifices B14. When the support seat 12 is installed, the fixing rod B passes through the fixing hole B14, and the support seat 12 is installed. Then, the deviation rectifying rod 11 passes through the clamping groove 13 and the mounting hole on the foundation 1, so as to realize the support of the foundation 1. The whole supporting structure is convenient to install and operate and simple in structure.
Furthermore, the clamping groove 13 is a semi-cylindrical notch, and the deviation correcting rod 11 is a cylindrical rod. And threaded rods are arranged at two ends of the deviation correcting rod 11 and are connected with fastening nuts. The fastening nut contacts with the end face of the supporting seat 12 to limit the left and right displacement of the deviation rectifying rod 11, so that the whole structure is more stable.
The present invention is not limited to the above-mentioned optional embodiments, and any other products in various forms can be obtained by anyone under the teaching of the present invention, and any changes in the shape or structure thereof, all the technical solutions falling within the scope of the present invention, are within the protection scope of the present invention.
Claims (8)
1. The utility model provides a structure of rectifying is consolidated to building which characterized in that: the static pressure pile foundation comprises a foundation (1), static pressure piles (2) and reinforcing parts (3) arranged on two sides of the foundation (1), wherein the reinforcing parts (3) are connected with the static pressure piles (2); the lateral wall of ground (1) includes vertical face A (4) and inclined plane A (5), the lateral wall that reinforcing portion (3) are close to ground (1) is equipped with vertical face B (6) and inclined plane B (7), and vertical face A (4) contact with vertical face B (6), and inclined plane A (5) contact with inclined plane B (7).
2. The building reinforcing and deviation rectifying structure according to claim 1, wherein: the static pressure pile (2) is provided with a plurality of static pressure piles, a pile cap (8) is arranged at the top of the static pressure pile (2) on the same side of the foundation (1), and the reinforcing part (3) is connected with the pile cap (8).
3. The building reinforcing and deviation rectifying structure according to claim 2, wherein: the top of the pile cap (8) is provided with a fixed rod A (9), and the reinforcing part (3) is provided with a fixed hole A (10) matched with the fixed rod A (9).
4. The building reinforcing and deviation rectifying structure according to claim 1, wherein: the foundation (1) be provided with the mounting hole that link up the left and right sides, wear to be equipped with in the mounting hole and rectify pole (11), rectify pole (11) both ends and be connected with reinforced portion (3) of foundation (1) both sides respectively.
5. The building reinforcing and deviation rectifying structure according to claim 4, wherein: reinforced portion (3) of ground (1) both sides all are connected with supporting seat (12), and open at the top of supporting seat (12) has draw-in groove (13), it places in draw-in groove (13) to rectify pole (11).
6. The building reinforcing and deviation rectifying structure according to claim 5, wherein: the supporting seat (12) is provided with an installation flange, a fixing hole B (14) is formed in the installation flange, a fixing rod B is arranged at the top of the reinforcing portion (3), and the fixing rod B penetrates through the fixing hole B (14).
7. The building reinforcing and deviation rectifying structure according to claim 5, wherein: the clamping groove (13) is a semi-cylindrical notch.
8. The building reinforcing and deviation rectifying structure according to claim 5, wherein: the end part of the deviation rectifying rod (11) is provided with a threaded rod, and the threaded rod is connected with a fastening nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920766289.6U CN210216529U (en) | 2019-05-24 | 2019-05-24 | Building reinforcing and deviation rectifying structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920766289.6U CN210216529U (en) | 2019-05-24 | 2019-05-24 | Building reinforcing and deviation rectifying structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210216529U true CN210216529U (en) | 2020-03-31 |
Family
ID=69928436
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920766289.6U Expired - Fee Related CN210216529U (en) | 2019-05-24 | 2019-05-24 | Building reinforcing and deviation rectifying structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210216529U (en) |
-
2019
- 2019-05-24 CN CN201920766289.6U patent/CN210216529U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20130272800A1 (en) | Ground mounting assembly | |
| CN210216529U (en) | Building reinforcing and deviation rectifying structure | |
| CN114086586A (en) | Pile foundation construction method and structure for installing photovoltaic panel on steep slope | |
| CN215857816U (en) | Non-pile-driving type photovoltaic panel support foundation structure suitable for muddy field | |
| CN212742580U (en) | Anti-slide pile slope structure | |
| CN213062069U (en) | Pile foundation stabilizing device | |
| CN212452738U (en) | Novel ring-tube bearing type fan foundation applicable to steep mountain terrain | |
| KR101006543B1 (en) | Geogrid structure of retaining wall block made reinforced earth and method constructing the retaining wall | |
| CN112359888B (en) | Static pile reaction frame jacking system for carbon filter tank body deviation rectifying and reinforcing construction and construction method | |
| CN210917390U (en) | Anti-collapse enclosure device | |
| CN211395652U (en) | Steel-pipe pile foundation reinforced structure | |
| CN213508535U (en) | Reinforcement type civil engineering pile foundation construction structures | |
| CN209339172U (en) | A kind of novel peg board composite foundation | |
| CN218713158U (en) | Structure of landslide is prevented to high earthwork | |
| CN114182737A (en) | Firm structure of foundation pit support pile | |
| CN107794902B (en) | Beach photovoltaic plant construction method | |
| CN213773183U (en) | Novel protection network for hydraulic engineering | |
| CN218405400U (en) | Stirring pile reinforcing and supporting mechanism | |
| CN214883710U (en) | Large-span foundation pit supporting structure | |
| KR20110016702A (en) | Geogrid structure of retaining wall block made reinforced earth and method constructing the retaining wall | |
| CN213742656U (en) | Safety device is used in railway engineering construction | |
| CN217631558U (en) | Windproof and anti-seismic assembled steel structure workshop | |
| CN220035530U (en) | Municipal road weak soil foundation reinforced structure | |
| CN213062059U (en) | Cofferdam reinforced structure for water conservancy construction | |
| CN220433667U (en) | Foundation pit supporting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200331 |