CN211421156U - Novel view platform retaining structure - Google Patents
Novel view platform retaining structure Download PDFInfo
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- CN211421156U CN211421156U CN201922442672.9U CN201922442672U CN211421156U CN 211421156 U CN211421156 U CN 211421156U CN 201922442672 U CN201922442672 U CN 201922442672U CN 211421156 U CN211421156 U CN 211421156U
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Abstract
The utility model provides a novel view platform props up fender structure includes bored concrete pile, horizontal cushion cap, a plurality of spaced friction pile and the view platform of fixed connection's a plurality of intervals in proper order from the bottom up, is the link plate between vertical stake between the friction pile, and bored concrete pile and horizontal cushion cap are located under the horizontal plane. The utility model is of an integrated structure, simple construction and low cost; the construction of subsection construction is not needed, the pile is formed by only once rotary digging, the influence of underground water level is avoided, the upper structure is formed by once pouring, and the construction time is saved.
Description
Technical Field
The utility model relates to a slope reinforcement engineering field, in particular to novel view platform retaining structure.
Background
With the improvement of living standard, people have higher and higher requirements on landscape environment, and more cities and scenic spots can build some artificial landscape rivers in order to build beautiful cities and beautiful scenic spots. In order to ensure safety, when an artificial landscape river is built, a retaining wall foundation needs to be dug firstly, the retaining wall foundation is poured on the retaining wall foundation, then a retaining wall is built on the retaining wall foundation, then a hole is drilled on the ground outside the retaining wall (namely, on one side close to the river), then an underground cast-in-place pile is poured in the drilled hole, the upper end of the underground cast-in-place pile is connected with an anti-slide pile extending out of the ground, and finally a transverse landscape platform is built on the anti-slide pile. The whole process needs to build a retaining wall foundation and a retaining wall firstly, then the underground cast-in-place pile, the anti-slide pile and the viewing platform can be built, the building time is long, the building is troublesome, and the building cost is high. Therefore, a new landscape platform retaining structure needs to be designed.
SUMMERY OF THE UTILITY MODEL
The utility model provides a novel view platform retaining structure has solved among the prior art view platform retaining structure construction time long, has built the defect that troublesome and construction cost is high.
The technical scheme of the utility model is realized like this:
the utility model provides a novel view platform props up fender structure, from the bottom up includes a plurality of spaced bored concrete piles of fixed connection, horizontal cushion cap, a plurality of spaced friction pile and the view platform in proper order, is vertical inter-pile link plate between the friction pile, and bored concrete pile and horizontal cushion cap are located under the horizontal plane.
Preferably, a backfill soil area is arranged on the inner side of the slide-resistant pile, the upper surface of the backfill soil area is level with the upper end surface of the slide-resistant pile or the upper surface of the landscape platform, and the landscape river area is arranged on the outer side of the slide-resistant pile.
Preferably, a sidewalk and a traffic lane are arranged on the upper surface of the backfill soil area.
Preferably, the width of the transverse bearing platform is greater than or equal to the diameter of the upper end of the cast-in-place pile.
Preferably, the width of the transverse bearing platform is greater than or equal to the length of the lower end of the slide-resistant pile.
Preferably, the slide-resistant pile is a T-shaped pile.
Preferably, a safety guard rail is arranged on the viewing platform.
The utility model has the advantages that: the utility model is of an integrated structure, simple construction and low cost; the construction of subsection construction is not needed, the pile is formed by only once rotary digging, the influence of underground water level is avoided, the upper structure is formed by once pouring, and the construction time is saved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a cross-sectional view of the present invention;
fig. 2 is a top view of the viewing platform of the present invention when it is not installed.
In the figure: 1-filling pile, 2-transverse bearing platform, 3-anti-slide pile, 31-inter-pile hanging plate, 4-viewing platform, 41-safety protective fence, 5-backfilling soil area and 6 landscape river area.
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.
Referring to fig. 1-2, a novel landscape platform supporting structure comprises, from bottom to top, a plurality of fixedly connected cast-in-place piles 1 at intervals, a transverse bearing platform 2, a plurality of anti-slide piles 3 at intervals and a landscape platform 4, wherein vertical inter-pile hanging plates 31 are arranged between the anti-slide piles 3, and the cast-in-place piles 1 and the transverse bearing platform 2 are located below a horizontal plane.
Preferably, a backfill soil area 5 is arranged on the inner side of the slide-resistant pile 3, the upper surface of the backfill soil area 5 is level with the upper end surface of the slide-resistant pile 3 or the upper surface of the viewing platform 4, and a landscape river area 6 is arranged on the outer side of the slide-resistant pile 3. The upper surface of the backfilled soil area is level with the upper end surface of the slide-resistant pile 3 or the upper surface of the viewing platform 4, no drop and gradient exist, and a viewer can reach the viewing platform 4 more conveniently.
Preferably, the upper surface of the backfill soil area 5 is provided with a sidewalk and a traffic lane. The sidewalk and the traffic lane can bring convenience to people walking and driving.
Preferably, the width of the lateral bearing platform 2 is greater than or equal to the diameter of the upper end of the cast-in-place pile 1.
Preferably, the width of the lateral bearing platform 2 is greater than or equal to the length of the lower end of the slide-resistant pile 3. When the width of the transverse bearing platform 2 is larger than the width of the lower end of the anti-slide pile 3, the transverse bearing platform 2 extends out of a long part towards the backfill soil area 5, the backfill soil can exert a downward pressure on the transverse bearing platform, so that the integral structure leans against the backfill soil area 5, and the risk of toppling over towards a landscape river is prevented.
Preferably, the slide-resistant piles 3 are T-shaped piles. The upper part of the T-shaped pile is larger than the lower part of the T-shaped pile, so that the viewing platform 4 can be larger, the viewing platform 4 can be better supported, and the safety of the viewing platform 4 is guaranteed.
Preferably, a safety guard rail 41 is disposed on the viewing platform 4. The safety guard rail 41 can ensure the safety of the viewing personnel.
The utility model is of an integrated structure, simple construction and low cost; the construction is not needed to be separated, only the foundation hole needs to be dug once, and the foundation hole is poured and constructed for molding once, so that the construction time is saved.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a novel view platform retaining structure which characterized in that: from the bottom up includes a plurality of spaced bored concrete piles of fixed connection, horizontal cushion cap, a plurality of spaced friction pile and the view platform in proper order, is provided with vertical inter-pile link plate between the fixed between the friction pile, and bored concrete pile and horizontal cushion cap are located under the horizontal plane.
2. The novel landscape platform retaining structure of claim 1, wherein: the inner side of the slide-resistant pile is provided with a backfilling soil area, the upper surface of the backfilling soil area is level with the upper end face of the slide-resistant pile or the upper surface of the landscape platform, and the outer side of the slide-resistant pile is a landscape river area.
3. The novel landscape platform retaining structure of claim 2, wherein: and a sidewalk and a traffic lane are arranged on the upper surface of the backfilled soil area.
4. The novel landscape platform retaining structure of claim 1, wherein: the width of the transverse bearing platform is larger than or equal to the diameter of the upper end of the cast-in-place pile.
5. The novel landscape platform retaining structure of claim 1, wherein: the width of the transverse bearing platform is greater than or equal to the length of the lower end of the slide-resistant pile.
6. The novel landscape platform retaining structure of claim 1, wherein: the anti-slide pile is a T-shaped pile.
7. The novel landscape platform retaining structure of claim 1, wherein: and a safety protective guard is arranged on the viewing platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922442672.9U CN211421156U (en) | 2019-12-30 | 2019-12-30 | Novel view platform retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922442672.9U CN211421156U (en) | 2019-12-30 | 2019-12-30 | Novel view platform retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211421156U true CN211421156U (en) | 2020-09-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922442672.9U Active CN211421156U (en) | 2019-12-30 | 2019-12-30 | Novel view platform retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211421156U (en) |
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2019
- 2019-12-30 CN CN201922442672.9U patent/CN211421156U/en active Active
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