CN218405471U - Foundation ditch slope bearing structure - Google Patents
Foundation ditch slope bearing structure Download PDFInfo
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- CN218405471U CN218405471U CN202222938384.4U CN202222938384U CN218405471U CN 218405471 U CN218405471 U CN 218405471U CN 202222938384 U CN202222938384 U CN 202222938384U CN 218405471 U CN218405471 U CN 218405471U
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- foundation pit
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Abstract
The utility model provides a foundation ditch slope bearing structure relates to building foundation ditch technical field, including the foundation ditch, laminate the swash plate on the foundation ditch slope and laminate the roof on ground around the foundation ditch, the mounting panel is all installed, two to relative one side of roof and swash plate detachable connection between the mounting panel, all be provided with on roof and the swash plate and bury the pre-buried structure inside soil, pre-buried structure runs through the threaded rod on roof or swash plate including the activity, the threaded rod is located the inside one end of soil and installs the pre-buried board, through setting up the pre-buried structure for fix on ground around the foundation ditch and foundation ditch slope roof and swash plate, be used for supporting the foundation ditch slope, enlarge or reduce the hour to the foundation ditch when needs, through twisting off the second nut from the threaded rod, be used for dismantle roof and swash plate, then dig out the pre-buried board from soil, reached and be convenient for to this bearing structure repeatedly used effect, reduce the resource as far as possible.
Description
Technical Field
The utility model relates to a building foundation ditch technical field especially relates to a foundation ditch slope bearing structure.
Background
The high-rise building has the foundation burial depth increased along with the high-rise building, so, deep foundation ditch construction is often met in present engineering construction, in order to ensure the security of the inside operation of deep foundation ditch, generally can use foundation ditch slope bearing structure for support the foundation ditch slope.
Current foundation ditch slope bearing structure:
comparison document CN216075174U discloses a foundation ditch side slope supporting structure, "the utility model discloses a foundation ditch side slope supporting structure, including first concrete inoxidizing coating, second concrete inoxidizing coating, fixed unit and support element, the second concrete inoxidizing coating covers on level ground and slope, first concrete inoxidizing coating sets up in second concrete inoxidizing coating top, fixed unit sets up in the ground bottom and lies in second concrete inoxidizing coating below, support element sets up subaerially and butt in the inclined plane section bottom of first concrete inoxidizing coating. The application has the following expected technical effects: this structure is not only fixed through fusing ground and supporting construction mutually, still supports through the support element, can effectively fix ground and slope, carries out rain-proofly through two-layer protector simultaneously, effectively prevents to cause the landslide phenomenon because of the rainwater, has ensured constructor's personal safety ".
However, in the prior art, a first concrete protective layer and a second concrete protective layer are used, and the first concrete protective layer and the second concrete protective layer are mainly made of concrete, and if the foundation pit needs to be enlarged or reduced, the used first concrete protective layer and the used second concrete protective layer need to be broken and cannot be reused, so that resource waste is caused;
therefore the utility model provides a foundation ditch slope bearing structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving and having this foundation ditch among the prior art and need enlarge or dwindle, then first concrete inoxidizing coating, the second concrete inoxidizing coating that have used need be smashed and can not reuse to cause the shortcoming of the waste of resource, provide a foundation ditch slope bearing structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a foundation ditch slope bearing structure, includes the foundation ditch, laminates the swash plate on the foundation ditch slope and laminates the roof on ground around the foundation ditch, the mounting panel is all installed, two to relative one side of roof and swash plate detachable connection between the mounting panel, all be provided with on roof and the swash plate and bury the buried structure inside soil, the buried structure runs through the threaded rod on roof or swash plate including the activity, the threaded rod is located the inside one end of soil and installs the buried plate, the top threaded connection of threaded rod has the second nut, the second nut is located roof or swash plate top.
In a preferred embodiment, a rubber sleeve is movably clamped on the outer side of the second nut, and the rubber sleeve is positioned on the outer side of one end, positioned outside the soil, of the threaded rod.
The technical effect of adopting the further scheme is as follows: through setting up the rubber sleeve for avoid threaded rod and second nut to scrape the people.
In a preferred embodiment, two of the mounting plates are provided with bolts, and the bolts are connected with first nuts in a threaded mode.
The technical effect of adopting the further scheme is as follows: through setting up bolt and first nut for assemble two mounting panels.
In a preferred embodiment, the inclined plate is provided with a mounting rod, the mounting rod is provided with a connecting rod, and the connecting rod is in threaded connection with a threaded pipe.
The technical effect of adopting the further scheme is as follows: through setting up installation pole, connecting rod and screwed pipe for assemble two swash plates.
In a preferred embodiment, a triangular plate is overlapped on the inner bottom wall of the foundation pit, one side of the triangular plate is abutted against the bottom of the inclined plate, and the inclined rod is mounted on the triangular plate.
The technical effect of adopting the further scheme is as follows: the triangular plate and the inclined rod are arranged and used for supporting the inclined plate.
In a preferred embodiment, the bottom of the triangular plate is provided with an inserting plate, and the inserting plate is positioned in soil.
The technical effect of adopting the further scheme is as follows: the inserting plate is used for fixing the position of the set square.
As a preferred embodiment, a fixing rod is installed on the triangle, and a balancing weight is movably inserted into the fixing rod.
The technical effect of adopting the further scheme is as follows: through setting up the balancing weight for further to set-square rigidity.
Compared with the prior art, the utility model has the advantages and positive effects that,
the embedded structure is arranged and used for fixing the top plate and the inclined plate on the ground around the foundation pit and the foundation pit slope and supporting the foundation pit slope, when the foundation pit needs to be enlarged or reduced, the second screw cap is unscrewed from the threaded rod and used for disassembling the top plate and the inclined plate, and then the embedded plate is dug out from the soil, so that the effect of facilitating repeated use of the supporting structure is achieved, and resource waste is reduced as much as possible;
through dismantling bolt and first nut, with swash plate and roof separation, the second nut is dismantled to the rethread, with swash plate and roof and embedded structure separation, then through digging out the embedded plate, with embedded structure and native interior separation to and extract the picture peg of set-square below, be used for with set-square and ground separation, in addition, only twist the screwed pipe on a connecting rod, be used for separating two swash plates, thereby reached the effect of dismantling this bearing structure.
Drawings
Fig. 1 is a schematic view illustrating an overall structure of a foundation pit slope supporting structure provided by the present invention;
fig. 2 is a schematic view of a structure of a foundation pit slope supporting structure provided by the present invention showing and installing a connecting rod;
fig. 3 is the utility model provides a pair of foundation ditch slope bearing structure is show set-square structural schematic.
Illustration of the drawings:
1. a foundation pit; 2. a top plate; 3. a sloping plate; 4. mounting a plate; 5. a bolt; 6. a first nut;
7. pre-embedding a structure; 701. a threaded rod; 702. pre-burying a plate; 703. a second nut; 704. a rubber sleeve;
8. mounting a rod; 9. a connecting rod; 10. a threaded pipe; 11. a set square; 12. a diagonal bar; 13. fixing the rod; 14. a balancing weight; 15. and (4) inserting 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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Examples
As shown in fig. 1-3, the utility model provides a technical solution: the utility model provides a foundation ditch slope bearing structure, includes foundation ditch 1, laminates swash plate 3 on foundation ditch 1 slope and laminates in the roof 2 on ground around foundation ditch 1, and mounting panel 4 is all installed to roof 2 and relative one side of swash plate 3, detachable connection between two mounting panels 4, and 3 laminates on the slope of foundation ditch 1 inside for soil in the slope is kept out. The top plate 2 and the inclined plate 3 are both provided with embedded structures 7 embedded in soil, each embedded structure 7 comprises a threaded rod 701 movably penetrating through the top plate 2 or the inclined plate 3, one end of each threaded rod 701, which is located inside the soil, is provided with an embedded plate 702, the top end of each threaded rod 701 is in threaded connection with a second nut 703, each second nut 703 is located above the top plate 2 or the inclined plate 3, specifically, a pit is dug on the ground and the slope of the foundation pit 1, the embedded plates 702 are placed in the pit and filled, the inclined plates 3 and the top plates 2 are sleeved on the corresponding threaded rods 701, the inclined plates 3 and the top plates 2 are extruded and fixed by the second nuts 703, so that the effect of fixing the inclined plates 3 and the top plates 2 is achieved, the slope of the foundation pit 1 is favorably supported, the foundation pit 1 needs to be expanded, the second nuts 703 are screwed down from the threaded rods 701 for disassembling the top plates 2 and the inclined plates 3, the embedded plates 702 are dug out of the soil, and the foundation pit can be conveniently crushed, and the problem of resource waste of repeated support of the foundation pit is solved.
Further, as shown in fig. 1: the outside activity joint of second nut 703 has rubber sleeve 704, and rubber sleeve 704 is located the one end outside that threaded rod 701 is located soil outside, and this technical scheme's advantage is: the rubber sleeve 704 is used for covering one end of the threaded rod 701 falling outside and the second nut 703, and scratches of the threaded rod 701 and the second nut 703 to people are avoided as much as possible.
Further, as shown in fig. 1: install bolt 5 on two mounting panels 4, threaded connection has first nut 6 on bolt 5, and this technical scheme's advantage is: the bolt 5 and the first nut 6 facilitate the connection between the swash plate 3 and the top plate 2.
Further, as shown in fig. 1 and 2: install installation pole 8 on the swash plate 3, install connecting rod 9 on the installation pole 8, threaded connection has screwed pipe 10 on the connecting rod 9, and this technical scheme's advantage is: screw the screwed pipe 10 in the relative one end outside of two connecting rods 9 for connect two connecting rods 9, reached the effect of reinforcing stability between two or more than two swash plates 3.
Further, as shown in fig. 1: foundation ditch 1's interior diapire overlap joint has set-square 11, and one side of set-square 11 and the bottom butt of swash plate 3, installation and down tube 12 on the set-square 11, and this technical scheme's advantage is: the set square 11 is placed at the bottom in foundation ditch 1 for support swash plate 3, reached the effect that supports swash plate 3.
Further, as shown in fig. 3: the bottom of set square 11 is installed picture peg 15, and picture peg 15 is located soil, and this technical scheme's advantage is: the insert plates 15 are inserted into the soil to enhance the stability of the set square 11.
Further, as shown in fig. 3: install dead lever 13 on the set-square 11, the activity is inserted on the dead lever 13 and is equipped with balancing weight 14, and this technical scheme's advantage is: one or more counterweights 14 are sleeved on the fixing rod 13 for further enhancing the stability of the triangle 11.
The working principle is as follows:
as shown in fig. 1-3:
this bearing structure, through digging on subaerial and foundation ditch 1 slope, then put into the pre-buried plate 702 after digging the hole, fill the hole and level up, then establish swash plate 3 and 2 covers of roof on the threaded rod 701 that corresponds, then utilize second nut 703 with swash plate 3 and 2 extrusion fixings of roof, thereby give and reached the effect fixed to swash plate 3 and roof 2, help supporting foundation ditch 1's slope, foundation ditch 1 needs to enlarge, then twist off second nut 703 from threaded rod 701 in, be used for dismantling roof 2 and swash plate 3, then dig out pre-buried plate 702 from soil, realized being convenient for to the repeatedly used purpose of this bearing structure.
This bearing structure, through dismantling bolt 5 and first nut 6, be used for separating swash plate 3 and roof 2, again through dismantling second nut 703, be used for separating swash plate 3 and roof 2 and embedded structure 7, then through digging out embedded plate 702 from soil, be used for separating embedded structure 7 and soil in, and extract picture peg 15 with the set-square 11 below from soil, be used for separating set-square 11 and ground, in addition, only twist screwed pipe 10 on a connecting rod 9, be used for separating two swash plates 3, thereby reached the effect of dismantling this bearing structure.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in other forms, and any person skilled in the art may apply the equivalent embodiments modified or modified by the above technical contents disclosed as equivalent variations to other fields, but any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical spirit of the present invention will still fall within the protection scope of the technical solution of the present invention.
Claims (7)
1. A foundation pit slope supporting structure comprises a foundation pit (1), an inclined plate (3) attached to the slope of the foundation pit (1) and a top plate (2) attached to the ground around the foundation pit (1), and is characterized in that mounting plates (4) are mounted on opposite sides of the top plate (2) and the inclined plate (3), and the two mounting plates (4) are detachably connected;
the top plate (2) and the inclined plate (3) are both provided with embedded structures (7) embedded in the soil;
the embedded structure (7) comprises a threaded rod (701) movably penetrating through the top plate (2) or the inclined plate (3), an embedded plate (702) is installed at one end, located inside soil, of the threaded rod (701), a second nut (703) is connected to the top end of the threaded rod (701) in a threaded mode, and the second nut (703) is located above the top plate (2) or the inclined plate (3).
2. A foundation pit slope support structure according to claim 1, wherein: the outside activity joint of second nut (703) has rubber sleeve (704), rubber sleeve (704) are located threaded rod (701) and are located the outside one end of soil outside.
3. A foundation pit slope support structure according to claim 1, wherein: two install bolt (5) on mounting panel (4), threaded connection has first nut (6) on bolt (5).
4. A foundation pit slope support structure according to claim 1, wherein: install installation pole (8) on swash plate (3), install connecting rod (9) on installation pole (8), threaded connection has screwed pipe (10) on connecting rod (9).
5. A foundation pit slope support structure according to claim 1, wherein: the inner bottom wall of the foundation pit (1) is lapped with a triangular plate (11), one side of the triangular plate (11) is abutted to the bottom of the inclined plate (3), and the triangular plate (11) is provided with an inclined rod (12).
6. An excavation slope support structure as claimed in claim 5, wherein: an inserting plate (15) is installed at the bottom of the triangular plate (11), and the inserting plate (15) is located in soil.
7. An excavation slope support structure as claimed in claim 5, wherein: a fixing rod (13) is installed on the triangular plate (11), and a balancing weight (14) is movably inserted into the fixing rod (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222938384.4U CN218405471U (en) | 2022-11-04 | 2022-11-04 | Foundation ditch slope bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222938384.4U CN218405471U (en) | 2022-11-04 | 2022-11-04 | Foundation ditch slope bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218405471U true CN218405471U (en) | 2023-01-31 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222938384.4U Active CN218405471U (en) | 2022-11-04 | 2022-11-04 | Foundation ditch slope bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218405471U (en) |
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2022
- 2022-11-04 CN CN202222938384.4U patent/CN218405471U/en active Active
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