CN214143745U - A side slope supporting construction for side slope ecological management - Google Patents
A side slope supporting construction for side slope ecological management Download PDFInfo
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- CN214143745U CN214143745U CN202022413175.9U CN202022413175U CN214143745U CN 214143745 U CN214143745 U CN 214143745U CN 202022413175 U CN202022413175 U CN 202022413175U CN 214143745 U CN214143745 U CN 214143745U
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- slope
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Abstract
The utility model relates to a side slope supporting construction for side slope ecological management relates to the field of exploration construction, and it is including filling in the soil stone layer in clearance between hanging rock and side slope body and setting up in the cantilever beam of hanging rock below, the pouring of soil stone layer surface has first concrete layer, the one end of cantilever beam is fixed in the side slope body, and the other end is in the free state and is located the hanging rock below, the cantilever beam below is provided with and is used for supporting the support piece of cantilever beam, the periphery parcel of hanging rock has a plurality of lacing wires that are used for supporting the hanging rock. This application is consolidated and is supported the hanging rocks through setting up cantilever beam, steel column and lacing wire, has the effect that has reduced the hanging rocks landing risk.
Description
Technical Field
The application relates to the field of exploration construction, in particular to a slope supporting structure for slope ecological management.
Background
At present, side slope support refers to a supporting, reinforcing and protecting measure for a side slope to ensure the safety of the side slope and the environment, and the side slope is generally supported by adopting structures such as anchor rods, retaining walls and the like.
The existing Chinese patent with the patent application number of 201721687262.5 provides a slope body supporting structure, which adopts a combination support of steel sheet piles and lattice beams and can be combined with greening engineering, lattice steel sheet piles are arranged at equal intervals at slope angle anti-slip sections of a wading slope and a gravel soil mixture slope, the steel sheet piles are fixed on the slope through anchor cables, and the steel sheet piles are connected by arc reinforced concrete lattice beams; through the combination of the three, the loose body can be in a compact state, the stability and the integrity of the side slope are effectively improved, the anti-sliding capability of the anti-sliding section is enhanced, and the landslide of the slope body caused by the action of gravity is prevented.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: the suspended rocks with larger volume are usually generated on a slope formed by a rock matrix, and the suspended rocks are easy to slide off the slope, so that the potential safety hazard is larger.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem of the easy landing of hanging rock, this application provides a side slope supporting construction for side slope ecological management.
The application provides a side slope supporting construction for side slope ecological management adopts following technical scheme:
the utility model provides a side slope supporting construction for side slope ecological management sets up on the side slope body, including filling in the soil stone layer in clearance between hanging rock and side slope body and setting up the cantilever beam in hanging rock below, the pouring of soil stone layer surface has first concrete layer, the one end of cantilever beam is fixed in the side slope body, and the other end is in the free state and is located the hanging rock below, the cantilever beam below is provided with and is used for supporting the support piece of cantilever beam, the periphery parcel of hanging rock has a plurality of lacing wires that are used for supporting the hanging rock.
Through adopting above-mentioned technical scheme, the clearance between rubble layer and the side slope body carries out certain packing for whole fastening more, first concrete layer hardens rubble layer surface, and the cantilever beam of rubble below is used for supporting the rubble, prevents the rubble landing, and support piece supports the cantilever beam. And a plurality of tie bars wrap the surface of the suspended rock to form a net-pocket-shaped structure so as to stabilize the suspended rock.
Optionally, connecting holes are drilled in the side slope body and below the suspended rocks, horizontally arranged reinforcement cages are fixedly connected in the connecting holes, the cantilever beam is made of concrete through pouring, and the reinforcement cages are poured into the cantilever beam.
Through adopting above-mentioned technical scheme, the steel reinforcement cage runs through in the cantilever beam, has strengthened the intensity of concrete system cantilever beam for the cantilever beam is firm to the support effect of cantilever beam.
Optionally, the support member is a steel column, one end of the steel column is fixed to the first concrete layer, and the other end of the steel column is abutted to the cantilever beam.
Through adopting above-mentioned technical scheme, the one end and the cantilever beam of steel column carry out the butt, and the other end is fixed in the first concrete layer, carries out effectual support to the cantilever beam.
Optionally, the cantilever beam upper end face is provided with a second concrete layer wrapping the bottom end of the suspended rock.
Through adopting above-mentioned technical scheme, the second concrete layer is all wrapped up the surface of hanging rock when pouring, has increased the cantilever beam to the support area of contact of hanging rock, has strengthened the effect of strutting.
Optionally, one end of the lacing wire is fixedly connected with the reinforcement cage, the other end of the lacing wire is fixedly connected with the anchor rod, and the anchor rod is fixedly connected to the top end of the side slope body in an inserting mode.
By adopting the technical scheme, one end of the lacing wire is fixed with the reinforcement cage, the cantilever beam is cast on site after the lacing wire is fixed, and the other end of the lacing wire is wound with the suspended rock and is fixed at the top end of the side slope through the anchor rod.
Optionally, the bottom of the side slope is provided with a retaining wall formed by a plurality of cement mixing piles.
Through adopting above-mentioned technical scheme, cement mixing pile retaining wall is located the side slope originally internally, can effectively support the side slope bottom for the side slope wholeness is better, is difficult for taking place the slope of bursting from the bottom.
Optionally, the surface of the slope body below the first concrete layer is provided with a lattice beam for reinforcement, and the lattice beam is fixed to the slope body through an anchor rod.
Through adopting above-mentioned technical scheme, the sash roof beam consolidates the surface of side slope, prevents to cause the landslide of slope body after the rainwash.
Optionally, a vegetation layer is planted between the sashes of the sash beam.
By adopting the technical scheme, the vegetation layer can reinforce soil and stones on the surface of the side slope to prevent water and soil loss, and also has the greening function.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the cantilever beam, the steel column and the tie bars are arranged to reinforce and support the cantilever rocks, so that the risk of the sliding of the cantilever rocks is effectively reduced, and the normal operation of high-precision rock and soil exploration is guaranteed;
2. through setting up the retaining wall that frame lattice beam, vegetable layer and cement mixing stake were made, effectively consolidated the side slope.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Reference numerals: 1. a side slope body; 2. suspending rocks; 3. a layer of terra cotta; 4. connecting holes; 5. a reinforcement cage; 6. a cantilever beam; 7. stretching a rib; 8. an anchor rod; 9. a first concrete layer; 10. a steel column; 11. a second concrete layer; 12. a lattice beam; 13. a vegetable layer; 14. a retaining wall.
Detailed Description
The present application is described in further detail below with reference to fig. 1.
The embodiment of the application discloses a side slope supporting structure for side slope ecological management. Referring to fig. 1, a slope supporting structure for slope ecological management is arranged on a slope body 1 and comprises a soil stone layer 3 filled in a gap between a hanging rock 2 and the slope body 1, before the soil stone layer 3 is filled, a connecting hole 4 is drilled on the slope body 1 at the gap, a horizontally arranged steel reinforcement cage 5 is placed in the connecting hole 4, and then the connecting hole 4 is filled with concrete to fix the steel reinforcement cage 5 in the slope body 1. Erecting a template at the periphery of the steel reinforcement cage 5, pouring out a cantilever beam 6 made of concrete, and effectively supporting the cantilever beam 6 by the cantilever beam 6 below the suspended rocks 2.
The surface of hanging rock 2 has still wrapped up many lacing wires 7, and lacing wires 7 supports hanging rock 2 with the surperficial butt of hanging rock 2, and on steel reinforcement cage 5 was fixed in to the one end of lacing wires 7, other end fixedly connected with stock 8, stock 8 was fixed in side slope body 1 upper end. A first concrete layer 9 is laid above the terra layer 3, and the first concrete layer 9 hardens and reinforces the surface of the terra layer 3.
The cantilever beam 6 below is provided with the support piece that is used for supporting cantilever beam 6, and support piece sets up to steel column 10, and first concrete layer 9 is fixed in to steel column 10 one end, and the other end further supports cantilever beam 6 with cantilever beam 6 butt. The second concrete layer 11 wrapped on the bottom end of the suspended rock 2 is arranged above the cantilever beam 6, the surface of the suspended rock 2 is wrapped by the second concrete layer 11 when the cantilever beam is poured, the supporting contact area of the cantilever beam 6 on the suspended rock 2 is increased, and the supporting effect is enhanced.
The 1 surface of side slope body that cantilever beam 6 below is provided with and is used for carrying out the sash roof beam 12 that consolidates to side slope body 1, sash roof beam 12 also is fixed in side slope body 1 through stock 8, the sash is by the crossbeam, erect the roof beam and constitute, latticed, the construction can be prefabricated also can cast in place, sash roof beam 12 consolidates side slope body 1, it leads to top hanging rock 2 bearing structure unstable to prevent because of the landslide on the side slope, plant vegetable layer 13 between sash of sash roof beam 12, vegetable layer 13 can effectively prevent the soil erosion and water loss on side slope body 1 surface, and can afforest side slope body 1.
The retaining wall 14 enclosed by a row of concrete mixing piles is arranged in the soft earthwork at the bottom of the side slope, the concrete mixing piles are a method for reinforcing a soft soil foundation, cement is used as a curing agent, through a special mixing machine, soft soil and the curing agent are forcibly mixed in the deep part of the foundation, a series of physical and chemical reactions generated between the curing agent and the soft soil are utilized, the soft soil is hardened into a high-quality foundation with integrity, water stability and certain strength, the retaining wall 14 effectively supports the bottom of the side slope, the integrity of the side slope is better, and the side slope is not easy to collapse from the bottom.
The implementation principle of the slope supporting structure for slope ecological management in the embodiment of the application is as follows: directly strut the suspended rock 2 through setting up cantilever beam 6, second concrete layer 11 and lacing wire 7, improved the stability of suspended rock 2, the rethread sets up steel reinforcement cage 5 and steel column 10 and strengthens the support effect of cantilever beam 6 for the whole effect of strutting is better.
The side slope body 1 is provided with the lattice beams 12, the vegetation layer 13 and the retaining wall 14, wherein the anchor rods 8 are fixed, so that the side slope body 1 is further reinforced, and the integrity of the side slope body 1 is better.
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 side slope supporting construction for side slope ecological management sets up on side slope body (1), its characterized in that: including filling in the soil stone layer (3) in clearance between hanging rock (2) and side slope body (1) and set up in cantilever beam (6) of hanging rock (2) below, the surface pouring of soil stone layer (3) has first concrete layer (9), the one end of cantilever beam (6) is fixed in side slope body (1), and the other end is in free state and is located hanging rock (2) below, cantilever beam (6) below is provided with and is used for supporting the support piece of cantilever beam (6), the periphery parcel of hanging rock (2) have a plurality of lacing wires (7) that are used for supporting hanging rock (2).
2. A slope support structure for slope ecological management according to claim 1, characterized in that: side slope body (1) and suspended rock (2) below chisel are equipped with connecting hole (4), and fixed connection has steel reinforcement cage (5) that the level set up in connecting hole (4), cantilever beam (6) are made by concrete pouring, steel reinforcement cage (5) pour into a mould in cantilever beam (6).
3. A slope support structure for slope ecological management according to claim 1, characterized in that: the supporting piece is arranged to be a steel column (10), one end of the steel column (10) is fixed to the first concrete layer (9), and the other end of the steel column is abutted to the cantilever beam (6).
4. A slope support structure for slope ecological management according to claim 1, characterized in that: and a second concrete layer (11) wrapping the bottom end of the suspended rock (2) is arranged on the upper end surface of the cantilever beam (6).
5. A slope support structure for slope ecological management according to claim 1, characterized in that: one end and steel reinforcement cage (5) fixed connection of lacing wire (7), other end fixedly connected with stock (8), the top in side slope body (1) is fixed in the grafting of stock (8).
6. A slope support structure for slope ecological management according to claim 1, characterized in that: and the bottom of the side slope is provided with a retaining wall (14) consisting of a plurality of cement mixing piles.
7. A slope support structure for slope ecological management according to claim 1, characterized in that: the side slope body (1) surface below first concrete layer (9) is provided with sash roof beam (12) that are used for the reinforcement, sash roof beam (12) are fixed in side slope body (1) through stock (8).
8. A slope support structure for slope ecological remediation according to claim 7, wherein: a vegetation layer (13) is planted among the lattices of the lattice beams (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022413175.9U CN214143745U (en) | 2020-10-27 | 2020-10-27 | A side slope supporting construction for side slope ecological management |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022413175.9U CN214143745U (en) | 2020-10-27 | 2020-10-27 | A side slope supporting construction for side slope ecological management |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214143745U true CN214143745U (en) | 2021-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022413175.9U Active CN214143745U (en) | 2020-10-27 | 2020-10-27 | A side slope supporting construction for side slope ecological management |
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| Country | Link |
|---|---|
| CN (1) | CN214143745U (en) |
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2020
- 2020-10-27 CN CN202022413175.9U patent/CN214143745U/en active Active
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