CN212612530U - Herringbone beam slope protection structure - Google Patents
Herringbone beam slope protection structure Download PDFInfo
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- CN212612530U CN212612530U CN202020551919.0U CN202020551919U CN212612530U CN 212612530 U CN212612530 U CN 212612530U CN 202020551919 U CN202020551919 U CN 202020551919U CN 212612530 U CN212612530 U CN 212612530U
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Abstract
The utility model discloses a chevron shape roof beam slope protection structure, include: the reinforced concrete layer is obliquely arranged on the slope; the planting soil layer is arranged on the reinforced concrete layer; the concrete flow channel bodies are arranged in the planting soil layer in parallel at intervals; the concrete pedestrian walkway bodies are arranged in the planting soil layer in parallel at intervals; wherein, the interval is provided with a plurality of manger plates between concrete flowing water passageway body and the concrete people's walking track body, and the manger plate body upwards sets up the first manger plate body and the slope of one side at the concrete flowing water passageway body and upwards sets up the second manger plate body of one side at the concrete people's walking track body including the slope, and first manger plate body and second manger plate body set up perpendicularly. In this way, the utility model discloses a chevron shape roof beam slope protection structure can block the rainwater through the manger plate body for the rainwater flows away from the concrete flow water passageway body and the concrete pedestrian path body, can not cause flowers and plants and earth loss on the slope, guarantees slope protection structure normal use, effectively reduces cost of maintenance.
Description
Technical Field
The utility model relates to a building technical field, in particular to chevron shape roof beam slope protection structure.
Background
Along with the continuous deepening of road network construction, the construction area of highway also more and more relates to hilly area and mountain area, and the side slope support problem is more outstanding.
At present, slope protection structure on the market mainly relies on planting flowers and plants in the slope to reach the effect fixed and protection slope, but the protection effect is poor, in case meet heavy rain, big water can flow down along the slope, and time is long, and flowers and plants and earth on the slope are easily washed away by big water for flowers and plants and earth run off and cause slope protection structure to damage, lead to the later maintenance with high costs.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the main technical problem who solves provides a chevron shape roof beam slope protection structure can block the rainwater through the manger plate body for the rainwater flows away from the concrete flow path body and concrete pedestrian walkways body, can not cause flowers and plants and earth loss on the slope, guarantees slope protection structure normal use, effectively reduces cost of maintenance.
In order to solve the technical problem, the utility model discloses a technical scheme be: the utility model provides a chevron shape roof beam slope protection structure which characterized in that includes: the reinforced concrete layer is obliquely arranged on the slope; the planting soil layer is arranged on the reinforced concrete layer, and a plurality of concave-convex grooves are formed in the reinforced concrete layer at intervals on one surface facing the planting soil layer; the concrete walkways are arranged in the planting soil layer at intervals in parallel, the concrete flow channel bodies are arranged between every two concrete walkways, the concrete walkways are arranged in every two concrete flow channel bodies, and the concrete flow channel bodies and the concrete walkways are arranged in parallel; the concrete water flowing channel body and the concrete pedestrian walkway body are arranged at intervals and are provided with a plurality of water retaining bodies, each water retaining body comprises a first water retaining body and a second water retaining body, the first water retaining body is obliquely arranged upwards, the concrete water flowing channel body faces one side of the concrete pedestrian walkway body, the first water retaining body is obliquely arranged upwards, the second water retaining body is obliquely arranged upwards, the concrete pedestrian walkway body faces the one side of the concrete water flowing channel body, and the first water retaining body and the second water retaining body are vertically arranged.
Further, the horizontal plane on which the top surface of the first water retaining body is located is the same as the horizontal plane on which the top surface of the second water retaining body is located, and the horizontal plane on which the top surface of the first water retaining body is located is higher than the horizontal plane on which the planting soil layer is located.
Further, the concrete flowing water channel body comprises a first concrete baffle layer and a second concrete baffle layer which form a flowing water groove, wherein the first concrete baffle layer is connected with the first water retaining body.
Furthermore, the horizontal plane of the bottom of the flowing water groove is lower than the horizontal plane of the planting soil layer, the horizontal plane of the top surface of the first concrete baffle layer is the same as the horizontal plane of the top surface of the second concrete baffle layer, and the horizontal plane of the top surface of the first concrete baffle layer is higher than the horizontal plane of the planting soil layer.
Furthermore, the junction of first concrete baffle layer and first manger plate body be equipped with the first opening that communicates of rivers recess.
Further, the concrete pedestrian walkway body comprises a third concrete baffle layer and a fourth concrete baffle layer which form a pedestrian passage, wherein the pedestrian passage is provided with a plurality of steps, and the third concrete baffle layer is connected with the second water retaining body.
Furthermore, the horizontal plane of the bottom of the pedestrian passageway is lower than the horizontal plane of the planting soil layer, the horizontal plane of the top surface of the third concrete baffle layer is the same as the horizontal plane of the top surface of the fourth concrete baffle layer, and the horizontal plane of the top surface of the third concrete baffle layer is higher than the horizontal plane of the planting soil layer
Furthermore, a second communicating opening communicated with the pedestrian passage is formed in the joint of the third concrete baffle layer and the second water retaining body.
Furthermore, the concrete flowing water channel body is inserted with a plurality of first reinforcing bars which penetrate through the planting soil layer and the reinforced concrete layer along the direction perpendicular to the planting soil layer, the concrete walking channel body is inserted with a plurality of second reinforcing bars which penetrate through the planting soil layer and the reinforced concrete layer along the direction perpendicular to the planting soil layer, and the water blocking body is inserted with a plurality of third reinforcing bars which penetrate through the planting soil layer and the reinforced concrete layer along the direction perpendicular to the planting soil layer.
The utility model has the advantages that: be different from prior art's condition, the utility model discloses a chevron shape roof beam slope protection structure includes: the reinforced concrete layer is obliquely arranged on the slope; the planting soil layer is arranged on the reinforced concrete layer, and a plurality of concave-convex grooves are formed in the reinforced concrete layer at intervals on one surface facing the planting soil layer; the concrete flow channel bodies are arranged in parallel in the soil slope layer at intervals; the concrete pedestrian walkways are arranged in the planting soil layer at intervals in parallel, wherein the concrete flow channel bodies are arranged between every two concrete pedestrian walkways, the concrete pedestrian walkways are arranged in every two concrete flow channel bodies, and the concrete flow channel bodies and the concrete pedestrian walkways are arranged in parallel; wherein, the interval is provided with a plurality of manger plates between the concrete flowing water passageway body and the concrete walking track body, and the manger plate body upwards sets up at the first manger plate body of one side of concrete walking track body towards the concrete walking track body and the slope including the slope and upwards sets up at the second manger plate body of one side of concrete walking track body towards the concrete walking track body, and first manger plate body and second manger plate body set up perpendicularly. In this way, the utility model discloses a chevron shape roof beam slope protection structure can block the rainwater through the manger plate body for the rainwater flows away from the concrete flow water passageway body and the concrete pedestrian path body, can not cause flowers and plants and earth loss on the slope, guarantees slope protection structure normal use, effectively reduces cost of maintenance.
Drawings
FIG. 1 is a schematic structural view of a herringbone beam slope protection structure of the present invention;
FIG. 2 is an enlarged view of a portion A of FIG. 1;
fig. 3 is an enlarged structure diagram of a partial region B in fig. 1.
Detailed Description
Referring to fig. 1 to 3, the herringbone beam slope protection structure includes a reinforced concrete layer, a planting soil layer 10, a plurality of concrete flow channel bodies 11, a plurality of concrete walkway bodies 12, and a plurality of water stoppers 13.
The reinforced concrete layer is obliquely arranged on the slope. It should be understood that the reinforced concrete layer is disposed in a slope or other slopes on both sides of the highway.
The planting soil layer 10 is arranged on the reinforced concrete layer. It should be understood that the planting soil layer 10 is made of planting soil, and thus flowers and plants can be planted in the planting soil layer 10.
A plurality of concrete flow channel bodies 11 are arranged in parallel at intervals in the planting soil layer 10. In this embodiment, a plurality of first reinforcing bars are inserted into the concrete flow channel body 11 along the direction perpendicular to the planting soil layer 10, and penetrate through the planting soil layer 10 and the reinforced concrete layer, so that the plurality of concrete flow channel bodies 11 are fixed in the planting soil layer 10 by the plurality of first reinforcing bars.
A plurality of concrete walkway bodies 12 are arranged in parallel at intervals in the planting soil layer 10. In this embodiment, the concrete walkway body 12 is inserted with a plurality of second reinforcing bars passing through the planting soil layer 10 and the reinforced concrete layer in a direction perpendicular to the planting soil layer 10, so that the plurality of concrete walkway bodies 12 are fixed in the planting soil layer 10 by the plurality of second reinforcing bars.
In this embodiment, the concrete flow passage body 11 and the concrete walkway body 12 are arranged in parallel.
In the present embodiment, the concrete flow passage bodies 11 are disposed between two concrete walkway bodies 12, and the concrete walkway bodies 12 are disposed in two concrete flow passage bodies 11.
A plurality of water blocking bodies 13 are arranged at intervals between the concrete flow passage body 11 and the concrete pedestrian walkway body 12. In this embodiment, a plurality of third reinforcing bars penetrating through the planting soil layer 10 and the reinforced concrete layer are inserted into the water retaining body 13 along a direction perpendicular to the planting soil layer 10, so that the plurality of water retaining bodies 13 are fixed in the planting soil layer 10 by the plurality of third reinforcing bars.
In the present embodiment, the water stoppers 13 include a first water stopper 131 obliquely disposed upward at a side of the concrete flow passage body 11 facing the concrete pedestrian crossing body 12, and a second water stopper 132 obliquely disposed upward at a side of the concrete pedestrian crossing body 12 facing the concrete flow passage body 11. It should be understood that the end of the first water stopper 131 far from the concrete flowing water passage body 11 is connected to the end of the second water stopper 132 far from the concrete pedestrian walkway body 12.
Preferably, the first water retaining body 131 and the second water retaining body 132 are vertically disposed.
It should be understood that the first water retaining body 131 and the second water retaining body 132 are used for retaining rainwater in the planting soil layer 10, and since the first water retaining body 131 and the second water retaining body 132 are inclined and upwardly disposed, when rainwater flows down from the planting soil layer 10, the rainwater can be retained by the first water retaining body 131 and the second water retaining body 132, so that the rainwater flows into the concrete water flowing channel body 11 along the first water retaining body 131, and flows into the concrete pedestrian walkway body 12 along the second water retaining body 132, so that the rainwater cannot flow down along the planting soil layer 10, and flows down along the concrete water flowing channel body 11 and the concrete pedestrian walkway body 12, thereby preventing flowers and plants on a slope from flowing down, ensuring normal use of a slope protection structure, and effectively reducing maintenance cost.
In this embodiment, the horizontal plane on which the top surface of the first water stopper 131 is located is the same as the horizontal plane on which the top surface of the second water stopper 132 is located, and the horizontal plane on which the top surface of the first water stopper 131 is located is higher than the horizontal plane on which the planting soil layer 10 is located.
In the present embodiment, the concrete flow channel body 11 includes a first concrete baffle layer 111 and a second concrete baffle layer 112 forming the flow groove 110, wherein the first concrete baffle layer 111 is connected with the first water blocking body 131.
Preferably, the bottom of the flowing water groove 110 is located at a lower level than the level of the planting soil layer 10, the top surface of the first concrete baffle layer 111 is located at the same level as the top surface of the second concrete baffle layer 112, and the top surface of the first concrete baffle layer 111 is located at a higher level than the level of the planting soil layer 10, so that rainwater is drained from the flowing water groove 110.
Further, a first communication port 113 communicated with the flowing water groove 110 is formed at the joint of the first concrete baffle layer 111 and the first water retaining body 131, so that rainwater blocked by the first water retaining body 131 in the planting soil layer 10 flows into the flowing water groove 110 from the first communication port 113.
In the present embodiment, the concrete pedestrian walkway body 12 includes a third concrete baffle layer 121 and a fourth concrete baffle layer 122 forming a pedestrian passageway 120, wherein the pedestrian passageway 120 is provided with a plurality of steps, and the third concrete baffle layer 121 is connected with the second water stopper 132.
Preferably, the bottom of the pedestrian passageway 120 is located at a lower level than the planting soil layer 10, the top surface of the third concrete baffle layer 121 is located at the same level as the top surface of the fourth concrete baffle layer 122, and the top surface of the third concrete baffle layer 121 is located at a higher level than the planting soil layer 10, so that rainwater is drained from the pedestrian passageway 120.
Further, a second communication port 123 communicated with the pedestrian passageway 120 is arranged at the joint of the third concrete baffle layer 121 and the second water retaining body 132, so that rainwater retained by the second water retaining body 132 in the planting soil layer 10 flows into the pedestrian passageway 120 from the second communication port 123.
To sum up, the utility model discloses a chevron shape roof beam slope protection structure includes: the reinforced concrete layer is obliquely arranged on the slope; the planting soil layer is arranged on the reinforced concrete layer, and a plurality of concave-convex grooves are formed in the reinforced concrete layer at intervals on one surface facing the planting soil layer; the concrete flow channel bodies are arranged in the planting soil layer in parallel at intervals; the concrete pedestrian walkways are arranged in the planting soil layer at intervals in parallel, wherein the concrete flow channel bodies are arranged between every two concrete pedestrian walkways, the concrete pedestrian walkways are arranged in every two concrete flow channel bodies, and the concrete flow channel bodies and the concrete pedestrian walkways are arranged in parallel; wherein, the interval is provided with a plurality of manger plates between the concrete flowing water passageway body and the concrete walking track body, and the manger plate body upwards sets up at the first manger plate body of one side of concrete walking track body towards the concrete walking track body and the slope including the slope and upwards sets up at the second manger plate body of one side of concrete walking track body towards the concrete walking track body, and first manger plate body and second manger plate body set up perpendicularly. In this way, the utility model discloses a chevron shape roof beam slope protection structure can block the rainwater through the manger plate body for the rainwater flows away from the concrete flow water passageway body and the concrete pedestrian path body, can not cause flowers and plants and earth loss on the slope, guarantees slope protection structure normal use, effectively reduces cost of maintenance.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (9)
1. The utility model provides a chevron shape roof beam slope protection structure which characterized in that includes:
the reinforced concrete layer is obliquely arranged on the slope;
the planting soil layer is arranged on the reinforced concrete layer, and a plurality of concave-convex grooves are formed in the reinforced concrete layer at intervals on one surface facing the planting soil layer;
the concrete flow channel bodies are arranged in the planting soil layer at intervals in parallel;
the concrete walkways are arranged in the planting soil layer at intervals in parallel, the concrete flow channel bodies are arranged between every two concrete walkways, the concrete walkways are arranged in every two concrete flow channel bodies, and the concrete flow channel bodies and the concrete walkways are arranged in parallel;
the concrete water flowing channel body and the concrete pedestrian walkway body are arranged at intervals and are provided with a plurality of water retaining bodies, each water retaining body comprises a first water retaining body and a second water retaining body, the first water retaining body is obliquely arranged upwards, the concrete water flowing channel body faces one side of the concrete pedestrian walkway body, the first water retaining body is obliquely arranged upwards, the second water retaining body is obliquely arranged upwards, the concrete pedestrian walkway body faces the one side of the concrete water flowing channel body, and the first water retaining body and the second water retaining body are vertically arranged.
2. The herringbone beam slope protection structure of claim 1, wherein a horizontal plane on which the top surface of the first water retaining body is located is the same as a horizontal plane on which the top surface of the second water retaining body is located, and the horizontal plane on which the top surface of the first water retaining body is located is higher than a horizontal plane on which the planting soil layer is located.
3. A herringbone beam slope protection structure according to claim 2, wherein said concrete flowing water channel body comprises a first concrete baffle layer and a second concrete baffle layer forming a flowing water groove, wherein said first concrete baffle layer is connected with said first water blocking body.
4. The herringbone beam slope protection structure of claim 3, wherein the bottom of the flowing water groove is located at a lower level than the planting soil layer, the top surface of the first concrete baffle layer is located at the same level as the top surface of the second concrete baffle layer, and the top surface of the first concrete baffle layer is located at a higher level than the planting soil layer.
5. A herringbone beam slope protection structure according to claim 4, wherein a first communication port communicating with the water flowing groove is provided at a junction of the first concrete baffle layer and the first water retaining body.
6. A herringbone beam slope protection structure as claimed in claim 5, wherein said concrete walkway body includes a third concrete fender layer and a fourth concrete fender layer forming a walkway, wherein said walkway is provided with a plurality of steps, and said third concrete fender layer is connected with said second water retaining body.
7. The herringbone beam slope protection structure of claim 6, wherein the horizontal plane of the bottom of the pedestrian passageway is lower than the horizontal plane of the planting soil layer, the horizontal plane of the top surface of the third concrete baffle layer is the same as the horizontal plane of the top surface of the fourth concrete baffle layer, and the horizontal plane of the top surface of the third concrete baffle layer is higher than the horizontal plane of the planting soil layer.
8. A herringbone beam slope protection structure according to claim 7, wherein a second communication port communicated with the pedestrian passageway is formed at a joint of the third concrete baffle layer and the second water retaining body.
9. The herringbone beam slope protection structure of claim 1, wherein a plurality of first reinforcing bars are inserted through the planting soil layer and the reinforced concrete layer in a direction perpendicular to the planting soil layer through the concrete flow channel body, a plurality of second reinforcing bars are inserted through the planting soil layer and the reinforced concrete layer in a direction perpendicular to the planting soil layer through the concrete walking channel body, and a plurality of third reinforcing bars are inserted through the planting soil layer and the reinforced concrete layer in a direction perpendicular to the planting soil layer through the water retaining body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020551919.0U CN212612530U (en) | 2020-04-15 | 2020-04-15 | Herringbone beam slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020551919.0U CN212612530U (en) | 2020-04-15 | 2020-04-15 | Herringbone beam slope protection structure |
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| Publication Number | Publication Date |
|---|---|
| CN212612530U true CN212612530U (en) | 2021-02-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020551919.0U Active CN212612530U (en) | 2020-04-15 | 2020-04-15 | Herringbone beam slope protection structure |
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| CN (1) | CN212612530U (en) |
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2020
- 2020-04-15 CN CN202020551919.0U patent/CN212612530U/en active Active
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