CN214460120U - A slope protection structure for hydraulic engineering - Google Patents
A slope protection structure for hydraulic engineering Download PDFInfo
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- CN214460120U CN214460120U CN202022733689.2U CN202022733689U CN214460120U CN 214460120 U CN214460120 U CN 214460120U CN 202022733689 U CN202022733689 U CN 202022733689U CN 214460120 U CN214460120 U CN 214460120U
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Abstract
The application relates to a slope protection structure for hydraulic engineering, which relates to the field of hydraulic engineering and comprises a baffle plate arranged at the bottom of a slope protection, a plurality of supporting columns arranged on the slope protection, a prefabricated cover plate arranged on the supporting columns and a concrete layer; the prefabricated cover plate is abutted with the baffle; two adjacent prefabricated cover plates are abutted; the concrete layer is positioned between the prefabricated cover plate and the revetment, the support columns are perpendicular to the revetment, the two adjacent prefabricated cover plates on the revetment along the height direction of the revetment are distributed in a staggered manner, and the prefabricated cover plates are provided with connecting columns; the connecting column is positioned between the revetment and the prefabricated cover plate, is vertical to the prefabricated cover plate and is provided with a connecting plate; the diameter of the connecting plate is larger than that of the connecting column. This application has accelerated the speed of hydraulic engineering slope protection structure construction.
Description
Technical Field
The application relates to the field of hydraulic engineering, in particular to a slope protection structure for hydraulic engineering.
Background
The slope protection refers to a general term for various pavements and plants on the slope surface in order to prevent the slope protection from being washed. When carrying out hydraulic engineering's construction, often need be under construction the bank protection in river course and form slope protection structure to reduce the erodeing of rivers to the bank protection in river course.
The slope protection structure that hydraulic engineering used at present sets up the template on the bank protection usually, then pours into the concrete between template and bank protection, waits the concrete setting after then dismantles the template again, so can make slope protection structure construction slower.
Disclosure of Invention
In order to accelerate the speed of hydraulic engineering slope protection structure construction, this application provides a slope protection structure for hydraulic engineering.
The application provides a pair of a slope protection structure for hydraulic engineering adopts following technical scheme:
a slope protection structure for hydraulic engineering comprises a baffle arranged at the bottom of a slope protection, a plurality of pillars arranged on the slope protection, a prefabricated cover plate arranged on the pillars and a concrete layer;
the prefabricated cover plate at the bottommost layer is abutted with the baffle;
two adjacent prefabricated cover plates are abutted;
the concrete layer is located between prefabricated apron and the bank protection.
By adopting the technical scheme, the staff inserts the baffle plate at the bottom of the river channel, then sequentially inserts a plurality of struts into the revetment, and lays the prefabricated cover plate on the struts, and the prefabricated cover plate at the bottommost layer is abutted against the baffle plate, and then the prefabricated cover plate at the bottommost layer is laid on the upper support, then pouring concrete between the prefabricated cover plate and the slope protection, after the concrete pouring is finished, paving a layer of prefabricated cover plate on the prefabricated cover plate at the bottommost layer, then concrete is continuously poured between the prefabricated cover plate and the slope protection, the process is repeated in the same way until the whole slope protection is paved with the prefabricated cover plate and the concrete is poured, a concrete layer is formed after the concrete is solidified, after the construction of the slope protection structure is completed, staff need not to dismantle prefabricated apron, then constructs new bank protection region for slope protection structure's construction speed.
Optionally, the post is perpendicular to the revetment.
Through adopting above-mentioned technical scheme, in the staff of being convenient for squeezes the pillar into the bank protection, and the staff of being convenient for lays prefabricated apron on the pillar.
Optionally, the bank protection is along dislocation distribution between its ascending two adjacent prefabricated apron of direction of height.
Through adopting above-mentioned technical scheme for per two prefabricated apron support a prefabricated apron on upper strata, improved the stability of whole prefabricated apron among the slope protection structure.
Optionally, a connecting column is arranged on the prefabricated cover plate;
the spliced pole is located between bank protection and the prefabricated apron, spliced pole perpendicular to prefabricated apron.
Through adopting above-mentioned technical scheme, through set up the spliced pole on prefabricated apron to in concrete placement accomplishes, the spliced pole is embedded into in the concrete layer, thereby has improved the stability that prefabricated apron and concrete layer are connected.
Optionally, a connecting plate is arranged on the connecting column;
the diameter of the connecting plate is larger than that of the connecting column.
Through adopting above-mentioned technical scheme, after concrete placement finishes, concrete layer lives spliced pole and connecting plate parcel, because the diameter of connecting plate is greater than the diameter of spliced pole to make the connecting plate be difficult for deviating from in the concrete layer, further improvement the stability that prefabricated apron and concrete layer are connected.
Optionally, an anti-slip ladder is further arranged on the prefabricated cover plate;
the antiskid ladder is located the terminal surface of keeping away from the bank protection on the prefabricated apron.
Through adopting above-mentioned technical scheme, through set up the antiskid ladder on prefabricated apron to the personnel of being convenient for advance on prefabricated apron.
Optionally, the slope protection device further comprises a frame arranged on the slope protection;
the frame is located between bank protection and the concrete layer.
Through adopting above-mentioned technical scheme, through laying the frame on the bank protection to make the staff when pouring the concrete, reduce the earth that the concrete took up.
Optionally, barbs are arranged on the frame;
the barb inserts in the soil of bank protection.
Through adopting above-mentioned technical scheme, through inserting the barb in the bank protection to the stability of frame on the bank protection has been improved.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the staff is to inserting the bottom in the river course with the baffle, then insert the bank protection in proper order with a plurality of pillars on, lay prefabricated apron again on the pillar, and make the prefabricated apron butt of bottommost layer on the baffle, lay the back on the upper prop with the prefabricated apron of bottommost layer again, then pour the concrete between prefabricated apron and the bank protection, after concrete placement is accomplished, lay one deck prefabricated apron again on the prefabricated apron of bottommost layer, then continue to pour the concrete between prefabricated apron and the bank protection, so reciprocal, until having paved whole bank protection prefabricated apron and having pour the concrete, form the concrete layer after the concrete sets, after the slope protection structure construction is accomplished, the staff need not to dismantle prefabricated apron, then construct new bank protection region again, slope protection structure's construction speed has been accelerated.
2. Through set up the spliced pole on prefabricated apron to in concrete placement accomplished, the spliced pole is embedded into in the concrete layer, thereby has improved the stability that prefabricated apron and concrete layer are connected.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a partial schematic structural view of the front view of fig. 1.
Description of reference numerals: 1. a baffle plate; 2. a pillar; 3. prefabricating a cover plate; 31. connecting columns; 32. a connecting plate; 33. an anti-slip ladder; 4. a concrete layer; 5. a frame; 51. and barbs.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
The embodiment of the application discloses a slope protection structure for hydraulic engineering.
Referring to fig. 1 and 2, the slope protection structure for hydraulic engineering includes a baffle 1 provided at the bottom of the slope protection, a plurality of pillars 2 provided on the slope protection, a prefabricated cover plate 3 provided on the pillars 2, and a concrete layer 4 cast on the slope protection.
When the staff was carrying out the construction of baffle, made baffle 1 insert perpendicularly in the soil of bank protection, baffle 1 is located the bottom in river course and the critical department of bank protection, and baffle 1's quantity is a plurality of, mutual butt between a plurality of baffles 1, and a plurality of baffles 1 are along the bottom in river course and the critical installation of bank protection.
Even distribution of a plurality of pillars 2 is on the bank protection, and pillar 2 is squeezed into perpendicularly in the soil of bank protection, for the convenience of staff with the pillar squeeze into the soil of bank protection in, the bottom of pillar 2 establishes into most advanced to be convenient for pillar 2 breaks ground.
The prefabricated cover plate 3 is provided with a plurality of prefabricated cover plates, the prefabricated cover plates 3 are laid in a layered mode, the prefabricated cover plate 3 at the bottommost layer abuts against the baffle plate 1, then the prefabricated cover plates 3 are laid on the support columns 2 in sequence, and the prefabricated cover plate 3 at the upper layer abuts against the adjacent prefabricated cover plate 3 at the lower layer. And the adjacent two layers of prefabricated cover plates 3 are installed in a staggered manner, so that the supporting strength of the prefabricated cover plates 3 on the lower layer to the prefabricated cover plates 3 on the upper layer is improved.
When the prefabricated cover plate 3 is laid, at least three pillars are arranged at the bottom of each prefabricated cover plate 3 for supporting, a worker lays each layer of the prefabricated cover plate 3, concrete is poured between the prefabricated cover plate 3 and the slope protection, and the concrete is part of the concrete layer 4 after being solidified.
Referring to fig. 1 and 2, in order to improve the stability of being connected between prefabricated apron 3 and concrete layer 4, be equipped with a plurality of spliced poles 31 on prefabricated apron 3, a plurality of spliced poles 31 distribute on prefabricated apron 3 is close to the terminal surface of bank protection, and spliced pole 31 perpendicular to prefabricated apron 3. Still be equipped with connecting plate 32 on spliced pole 31, spliced pole 31 is perpendicular with connecting plate 32, and connecting plate 32 is the circular slab, and connecting plate 32 is coaxial with spliced pole 31, and the diameter of connecting plate 32 is greater than spliced pole 31, and like this, after the concrete solidification, spliced pole 31 and connecting plate 32 are embedded in concrete layer 4, have improved the stability of being connected between prefabricated apron 3 and concrete layer 4.
Referring to the figure, still be equipped with anti-skidding ladder 33 on prefabricated apron 3, anti-skidding ladder 33 is located prefabricated apron 3 and keeps away from the terminal surface of bank protection on, and anti-skidding ladder 33 is the bar shaped plate of a plurality of parallels, and the bar shaped plate sets up along the horizontal direction, and the personnel of being convenient for walk on prefabricated apron 3.
Referring to fig. 1 and 2, when pouring concrete between precast apron 3 and the bank protection, the soil on bank protection surface is rolled up easily to the concrete to influence the intensity after the concrete solidifies, when in order to reduce the pouring concrete, the soil that the concrete was rolled up, before laying precast apron 3, the staff laid upper strata frame 5 on the bank protection, frame 5 is for being formed by horizontal and vertical pole connection, frame 5 can adopt the concrete prefabrication to form.
In order to improve the stability of frame 5 on the bank protection, be equipped with a plurality of barbs 51 on frame 5, barb 51 is perpendicular to frame 5, and when installing frame 5 on the bank protection, barb 51 inserts in the soil of bank protection, and then has improved the stability of frame 5 with the bank protection.
When carrying out slope protection structure's construction, the staff inserts baffle 1 and pillar 2 in advance in the soil, then lay frame 5 on to the bank protection, and make the barb insert in the soil, then the staff lays prefabricated apron 3 on pillar 2, the staff has laid the prefabricated apron of one deck 3 every time, then pour the concrete between prefabricated apron 3 and the bank protection, when treating prefabricated apron 3 and lay the top of bank protection, the concrete after solidifying forms concrete layer 4, then the staff is under construction to the slope protection structure of other positions again.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a bank protection structure for hydraulic engineering which characterized in that: comprises a baffle (1) arranged at the bottom of the revetment, a plurality of pillars (2) arranged on the revetment, a prefabricated cover plate (3) arranged on the pillars (2) and a concrete layer (4);
the prefabricated cover plate (3) at the bottommost layer is abutted with the baffle (1);
two adjacent prefabricated cover plates (3) are abutted;
and the concrete layer (4) is positioned between the prefabricated cover plate (3) and the revetment.
2. A revetment structure for hydraulic engineering according to claim 1, wherein: the support column (2) is perpendicular to the revetment.
3. A revetment structure for hydraulic engineering according to claim 1, wherein: the bank protection distributes along dislocation between its ascending two adjacent prefabricated apron (3) of direction of height.
4. A revetment structure for hydraulic engineering according to claim 1, wherein: the prefabricated cover plate (3) is provided with a connecting column (31);
spliced pole (31) are located between bank protection and prefabricated apron (3), spliced pole (31) perpendicular to prefabricated apron (3).
5. A slope protection structure for hydraulic engineering according to claim 4, characterized in that: a connecting plate (32) is arranged on the connecting column (31);
the diameter of the connecting plate (32) is larger than that of the connecting column (31).
6. A slope protection structure for hydraulic engineering according to claim 5, characterized in that: the prefabricated cover plate (3) is also provided with an anti-skid ladder (33);
the anti-skid ladder (33) is positioned on the end face of the prefabricated cover plate (3) far away from the slope protection.
7. A revetment structure for hydraulic engineering according to claim 1, wherein: also comprises a frame (5) arranged on the revetment;
the frame (5) is positioned between the revetment and the concrete layer (4).
8. A slope protection structure for hydraulic engineering according to claim 7, characterized in that: barbs (51) are arranged on the frame (5);
the barb (51) is inserted into the soil of the revetment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022733689.2U CN214460120U (en) | 2020-11-23 | 2020-11-23 | A slope protection structure for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022733689.2U CN214460120U (en) | 2020-11-23 | 2020-11-23 | A slope protection structure for hydraulic engineering |
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| Publication Number | Publication Date |
|---|---|
| CN214460120U true CN214460120U (en) | 2021-10-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022733689.2U Active CN214460120U (en) | 2020-11-23 | 2020-11-23 | A slope protection structure for hydraulic engineering |
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| CN (1) | CN214460120U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116005612A (en) * | 2023-02-08 | 2023-04-25 | 无锡市航道工程有限公司 | Ecological bank protection underwater concrete construction structure and environment-friendly construction method thereof |
-
2020
- 2020-11-23 CN CN202022733689.2U patent/CN214460120U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116005612A (en) * | 2023-02-08 | 2023-04-25 | 无锡市航道工程有限公司 | Ecological bank protection underwater concrete construction structure and environment-friendly construction method thereof |
| CN116005612B (en) * | 2023-02-08 | 2024-04-05 | 无锡市航道工程有限公司 | Ecological bank protection underwater concrete construction structure and environment-friendly construction method thereof |
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