CN212426970U - Construction platform side slope protective structure in river course - Google Patents
Construction platform side slope protective structure in river course Download PDFInfo
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- CN212426970U CN212426970U CN202020670123.7U CN202020670123U CN212426970U CN 212426970 U CN212426970 U CN 212426970U CN 202020670123 U CN202020670123 U CN 202020670123U CN 212426970 U CN212426970 U CN 212426970U
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- slope
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Abstract
The utility model relates to a slope protection structure of a construction platform in a river channel, which relates to a slope protection structure and comprises precast piles arranged on a slope, baffles arranged at the bottom of the slope, precast slabs arranged on the precast piles and a concrete layer arranged between the precast piles and the precast slabs; inserting the precast pile into the side slope; jointing treatment is carried out on the joints of the prefabricated plates and the baffle plates, which are spliced with the prefabricated plates, and the joints of the two adjacent prefabricated plates. The utility model provides a traditional side slope protective structure construction problem that wastes time and energy, this structure construction is simple and convenient, labour saving and time saving.
Description
Technical Field
The utility model relates to a side slope protective structure especially relates to a construction platform side slope protective structure in river course.
Background
River channel refers to the route through which river water flows. The river course is when being under construction, often needs set up side slope protective structure in the both sides of river course to protect the side slope of river course both sides, avoid the side slope of river course both sides to be washed away by the river water and cause the soil property to flow away along with the river water, the side slope is washed away the back, has not only reduced the quality of water of river water, and the side slope is easy to be washed out in addition, thereby often be provided with protective structure on the side slope in the river course and form the protection to the side slope.
However, in the traditional slope protection, when construction is carried out, the existing slope is provided with the template, then concrete is poured, and after the concrete is solidified, the template is removed, so that the slope construction is time-consuming and labor-consuming.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing a construction platform side slope protective structure in river course, it has solved traditional side slope protective structure construction problem that wastes time and energy, and this structure construction is simple and convenient, labour saving and time saving.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
a side slope protection structure of a construction platform in a river channel comprises precast piles arranged on side slopes, baffles arranged at the bottoms of the side slopes, precast slabs arranged on the precast piles and concrete layers arranged between the precast piles and the precast slabs;
the precast pile is inserted into the side slope;
the prefabricated plate is spliced with the baffle
And jointing the joints of the prefabricated plates and the baffle and the joints of the two adjacent prefabricated plates.
Through adopting above-mentioned technical scheme, throw into the side slope earlier the precast pile, then install the baffle on the bank protection, install the prefabricated plate in the upper end of baffle and precast pile again, then to the prefabricated plate and the concrete formation concrete layer of pouring into the space that the bank protection formed, after the construction was accomplished, prefabricated plate and baffle need not dismantle, but can form side slope protective structure jointly with concrete layer.
The utility model discloses further set up to: the baffle plate is provided with a first groove, and the precast slab is provided with a first bump;
the first bump is positioned in the first groove.
By adopting the technical scheme, the first bump is inserted into the first groove, so that the prefabricated plate and the baffle are not easy to slide, and the prefabricated plate is installed at the rear part, so that the first bump is more easily inserted into the first groove on the baffle, and concrete can be conveniently poured between the prefabricated plate and the side slope subsequently.
The utility model discloses further set up to: and two adjacent prefabricated plates are spliced.
By adopting the technical scheme, the connection stability between two adjacent prefabricated plates is improved, the gap between the two adjacent prefabricated plates is reduced, and the leakage is not easy to occur when concrete is poured.
The utility model discloses further set up to: one side end of the precast slab is provided with a second groove, and the other side end of the precast slab is provided with a second bump;
the second projection is positioned in the second groove of the adjacent prefabricated plate.
By adopting the technical scheme, the prefabricated plate can be spliced with the adjacent prefabricated plate every time when one prefabricated plate is installed, and the prefabricated plate and the baffle are also spliced, so that gaps between the prefabricated plate and the baffle and gaps between the prefabricated plate and the prefabricated plate are less after the prefabricated plate is installed, and concrete leakage is less when concrete is poured between the prefabricated plate and the side slope.
The utility model discloses further set up to: the precast slab is provided with an anti-skid inverted groove;
the anti-slip reverse groove is used for preventing the animals/people from slipping downwards.
Through adopting above-mentioned technical scheme, improved side slope protective structure's security performance.
The utility model discloses further set up to: the planting device also comprises a marble side slope, wherein planting holes are reserved in the marble side slope, and vegetation is planted in the planting holes;
the marble side slope is positioned at the upper part of the precast slab.
By adopting the technical scheme, the soil is prevented, the sand is fixed, and the pollution to the water quality of the river is reduced.
The utility model discloses further set up to: a steel wire rope net is arranged on the marble side slope;
the steel wire rope net covers the marble side slope.
Through adopting above-mentioned technical scheme, increased the stability of vegetation when by rain wash.
The utility model discloses further set up to: still include the vegetation area, the vegetation area is located the upper portion of marble side slope.
By adopting the technical scheme, the soil is prevented and the sand is fixed, the scouring of rainwater to the top of the side slope is reduced, and the pollution to the water quality of the river channel is reduced.
To sum up, the utility model discloses a beneficial technological effect does:
1. firstly, the precast pile is driven into the side slope, then the baffle is installed on the slope protection, then the precast slab is installed at the upper ends of the baffle and the precast pile, then concrete is poured into a space formed by the precast slab and the slope protection to form a concrete layer, and after construction is completed, the precast slab and the baffle do not need to be disassembled, but can form a side slope protection structure together with the concrete layer.
2. And after the prefabricated slab is installed, gaps between the prefabricated slab and the baffle and between the prefabricated slabs are less, so that when concrete is poured between the prefabricated slab and the side slope, concrete leakage is less.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic cross-sectional view of fig. 1.
FIG. 3 is a schematic view showing the construction of the prefabricated panels.
In the figure, 11, precast piles; 12. a baffle plate; 121. a first groove; 13. prefabricating a slab; 131. a first bump; 132. a second groove; 133. a second bump; 134. anti-skid reverse grooves; 14. a concrete layer; 21. a marble side slope; 211. planting holes; 22. a wire rope mesh; 31. a vegetation area; 9. and (6) slope forming.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the embodiment of the present invention discloses a slope protection structure for a construction platform in a river channel, which mainly comprises precast piles 11, baffles 12, precast slabs 13 and poured concrete layers 14.
Baffle 12 is the concrete placement plate, is equipped with first recess 121 on the side of baffle 12, and first recess 121 is the open slot, and baffle 12 is stretched out at its both ends, and first recess 121 is the quadrangular prism shape groove, and its cross-section is isosceles trapezoid, and the whole middle part that is located this terminal surface on baffle 12 of first recess 121. Baffle 12 is located the juncture of side slope 9 and river course bottom, and baffle 12 is laid along the boundary line of side slope 9 and river course bottom, when laying baffle 12, makes first recess 121 towards the outside, and baffle 12 perpendicular to side slope 9.
Referring to fig. 3, in the precast slab 13, a first bump 131 is arranged on the precast slab 13, the first bump 131 is perpendicular to the precast slab 13, the first bump 131 is arranged along the edge of the precast slab 13, the first bump 131 is in a quadrangular prism shape, the first bump 131 is integrated with the precast slab 13, the cross section of the first bump 131 is in an isosceles trapezoid shape, the first bump 131 is matched with the first groove 121 for use, after the baffle 12 is installed, the precast slab 13 is installed, and the first bump 131 on the precast slab 13 is firstly inserted into the first groove 121 of the baffle 12.
A second groove 132 is reserved on one side end face of the precast slab 13, a second bump 133 is arranged on the end face of the precast slab 13 opposite to the second groove 132, the second groove 132 is a quadrangular prism-shaped groove, the second bump 133 is quadrangular prism-shaped, the cross sections of the second groove 132 and the second bump 133 are isosceles trapezoids, the second groove 132 and the second bump 133 are both the middle part of the end face of the precast slab 13, and the second groove 132 is used for being matched with the second bump 133 on the adjacent precast slab 13. When the prefabricated panel 13 is installed, the first projection 131 is placed in the first groove 121, the prefabricated panel 13 is pushed, the second projection 133 of the prefabricated panel 13 is inserted into the second groove 132 of the adjacent prefabricated panel 13, and the process is repeated to install the prefabricated panel 13.
Be equipped with anti-skidding manger 134 on the terminal surface that deviates from first lug 131 on the prefabricated plate 13, anti-skidding manger 134 is the bar and distributes, and when installing prefabricated plate 13, anti-skidding manger 134 is outwards, and anti-skidding manger 134 is on a parallel with the river course bottom, and anti-skidding manger 134 tilt up, it can be used for preventing the downward landing of animal/people on prefabricated plate 13, and is convenient for animal/people upwards scrambles along prefabricated plate 13, can provide great frictional force for animal/people.
After the baffle 12 and the precast slabs 13 are installed, plastering and pointing processing are carried out on the joint of the baffle 12 and the bottom of the river channel, the joint of the baffle 12 and the precast slabs 13 and the joint of two adjacent precast slabs 13. And then pouring concrete between the installed precast slabs 13 and the side slopes 9, and forming a concrete layer 14 after the concrete is solidified. At this time, the prefabricated panels 13 are not disassembled, and form a partial slope protection structure together with the concrete layer 14.
Referring to fig. 1, a marble side slope 21 is arranged on a side slope 9 above a precast slab 13, planting holes 211 are reserved in the marble side slope 21, when the marble side slope 21 is laid, a gap between two adjacent marble side slopes 21 is small, and after the marble side slope 21 is laid, vegetation is planted in the planting holes 211 in the marble side slope 21. Then, the upper end of the marble side slope 21 is covered with a wire rope net 22, and four ends of the wire rope net 22 are fixed on the side slope 9.
Be equipped with vegetation area 31 on the side slope 9 of marble side slope 21 top, plant some grass vegetation that have solid soil function in the vegetation area 31 for the earth that reduces the top of side slope 9 is taken away by the rainwash.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a construction platform slope protective structure in river course which characterized in that: comprises a precast pile (11) arranged on a side slope, a baffle plate (12) arranged at the bottom of the side slope, a precast slab (13) arranged on the precast pile (11) and a concrete layer (14) arranged between the precast pile (11) and the precast slab (13);
the precast pile (11) is inserted into the side slope;
the precast slab (13) is spliced with the baffle (12),
and pointing treatment is carried out on the joint of the precast slab (13) and the baffle (12) and the joint of two adjacent precast slabs (13).
2. The protection structure for the side slope of the construction platform in the river channel according to claim 1, wherein: a first groove (121) is formed in the baffle (12), and a first bump (131) is formed in the precast slab (13);
the first protrusion (131) is located within the first recess (121).
3. The protection structure for the side slope of the construction platform in the river channel according to claim 2, wherein: and two adjacent prefabricated plates (13) are spliced.
4. The protection structure for the side slope of the construction platform in the river channel according to claim 3, wherein: one side end of the precast slab (13) is provided with a second groove (132), and the other side end is provided with a second bump (133);
the second projection (133) is positioned in the second groove (132) of the adjacent prefabricated plate (13).
5. The protection structure for the side slope of the construction platform in the river channel according to claim 4, wherein: the precast slab (13) is provided with an anti-skid inverted groove (134);
the anti-slip reverse groove (134) is used for preventing the animal/human from falling downwards.
6. The protection structure for the side slope of the construction platform in the river channel according to claim 1, wherein: the planting device also comprises a marble side slope (21), wherein planting holes (211) are reserved in the marble side slope (21), and vegetation is planted in the planting holes (211);
the marble side slope (21) is positioned at the upper part of the precast slab (13).
7. The protection structure for the side slope of the construction platform in the river channel according to claim 6, wherein: a steel wire rope net (22) is arranged on the marble side slope (21);
the wire rope net (22) covers the marble side slope (21).
8. The protection structure for the side slope of the construction platform in the river channel according to claim 7, wherein: the marble slope further comprises a vegetation area (31), and the vegetation area (31) is located on the upper portion of the marble slope (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020670123.7U CN212426970U (en) | 2020-04-27 | 2020-04-27 | Construction platform side slope protective structure in river course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020670123.7U CN212426970U (en) | 2020-04-27 | 2020-04-27 | Construction platform side slope protective structure in river course |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212426970U true CN212426970U (en) | 2021-01-29 |
Family
ID=74294709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020670123.7U Active CN212426970U (en) | 2020-04-27 | 2020-04-27 | Construction platform side slope protective structure in river course |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212426970U (en) |
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2020
- 2020-04-27 CN CN202020670123.7U patent/CN212426970U/en active Active
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