CN212956585U - Lattice slope protection structure - Google Patents
Lattice slope protection structure Download PDFInfo
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- CN212956585U CN212956585U CN202021540371.6U CN202021540371U CN212956585U CN 212956585 U CN212956585 U CN 212956585U CN 202021540371 U CN202021540371 U CN 202021540371U CN 212956585 U CN212956585 U CN 212956585U
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Abstract
The utility model relates to a lattice slope protection structure relates to the field of side slope protection technology, especially relates to a side slope protection structure, and it includes lattice body and anchor in the anchor pile of side slope, the anchor pile is fixed in lattice body, lattice body includes a plurality of cell of laying in the side slope, and is a plurality of adjacent the cell enclose establish form the anchor groove, the anchor pile passes anchor groove and one end anchor in the side slope, and the other end stretches out the anchor groove and is formed with the footstock, the footstock butt is established in a plurality of cell of enclosing formation anchor groove towards the one side of side slope simultaneously. This application has the stability that increases lattice structure relatively to better effect relatively is protected to the side slope.
Description
Technical Field
The application relates to the field of side slope protection technology, in particular to a lattice slope protection structure.
Background
At present, in civil engineering and geological disaster protection of a side slope, in order to ensure the structural safety of the side slope and reduce landslide and slope collapse, protective measures need to be taken on the side slope structure, for example: and reinforcing the side slope by adopting a lattice structure.
The construction method of the existing lattice reinforcing structure comprises the following steps: firstly, manually forming a groove on a side slope; manually installing a template at the groove, laying and binding steel bars, and then pouring concrete; and subsequently, after the lattice structure is solidified, filling dry building stones in the lattice grooves.
With respect to the related art among the above, the inventors consider that the following drawbacks exist:
although the lattice reinforced structure is fixed in the side slope by pouring, and the staff can also pour the anchor pile selectively to the anchoring, because the anchoring position of the anchor pile is the middle part of the beam of the lattice structure and the tail end of the pile body is coplanar with the beam, when the beam bodies on two sides of the anchoring point are simultaneously stressed, the anchor pile is relatively easy to crack, so that the reinforcing effect is influenced, and therefore the application provides a new technical scheme.
SUMMERY OF THE UTILITY MODEL
In order to increase the protective effect of lattice structure to the side slope relatively, this application provides a lattice slope protection structure.
The application provides a pair of lattice slope protection structure adopts following technical scheme:
the utility model provides a lattice slope protection structure, includes the lattice body includes a plurality of cell of laying in the side slope, and is a plurality of adjacent the enclosing of cell establishes and forms the anchor groove, the anchor stake passes anchor groove and one end anchor in the side slope, and the other end stretches out the anchor groove and is formed with the footstock, the footstock is in a plurality of cell of establishing formation anchor groove of enclosing simultaneously the butt in the one side of side slope.
Through adopting above-mentioned technical scheme, but the footstock pressfitting cell that the anchor pile top formed makes the cell more than receive the pulling force of horizontal direction and also the ascending pressure of vertical direction to, lattice structure is more stable relatively, and is better relatively with the contact of the slope body.
Preferably, reinforcing ribs are arranged in the side walls of the unit grids, and the ends of the reinforcing ribs extend into the anchoring grooves and are fixed in the anchoring piles.
Through adopting above-mentioned technical scheme, the strengthening rib that sets up in the lateral wall of cell is connected in the anchor pile, makes the connectivity of cell and anchor pile better relatively.
Preferably, the wall surface of the unit cell located in the downward direction of the side slope is provided with a water through hole, and the water through hole is located between the reinforcing rib and the slope body.
Through adopting above-mentioned technical scheme, the water hole of crossing that the cell wall set up can make the ponding in the cell reduce relatively when rainy day, thereby avoids because of the structure instability of the soil layer slope body of ponding too much infiltration slope body.
Preferably, a plurality of unit check form the lattice main part, are provided with the banding wall that is used for the banding in the periphery of lattice main part, one side equidistance that the banding wall is close to the lattice main part is provided with the second anchor stake, be provided with additional strengthening's first strengthening rib between banding wall and the adjacent unit check, the one end of first strengthening rib is fixed in the unit check, and the other end is fixed in the second anchor stake.
Through adopting above-mentioned technical scheme, the banding wall encloses all unit check and establishes, consolidates the lattice main part, and first strengthening rib is connected unit check and banding wall fixedly, makes contact between them better to, the overall structure of the lattice body is relatively more stable.
Preferably, the edge sealing wall at the bottom of the slope body is provided with a plurality of penetrating drainage holes.
Through adopting above-mentioned technical scheme, the water in the cell flows through the water hole and accumulates at last in the one side of banding wall towards the cell, and this drainage hole can be discharged the water of accumulating, alleviates the pressure that the banding wall received.
Preferably, one side, which is far away from the cell, of the edge sealing wall at the bottom of the side slope is provided with a plurality of anti-slide piles, and the anti-slide piles are abutted to the side wall of the edge sealing wall.
Through adopting above-mentioned technical scheme, the friction pile butt plays the effect of supporting the banding wall in the banding wall, makes the overall structure of banding wall more stable relatively, and simultaneously, the friction pile is located the soil layer structure that the slope body can be stabilized to the slope body bottom and makes the effect of protection slope body better relatively.
Preferably, the edge sealing wall above the water retaining wall extends upwards to form a water retaining wall, and the length of the water retaining wall extends along the length of the edge sealing wall.
Through adopting above-mentioned technical scheme, the waterwall supports the rivers of slope body top, reduces the rivers that get into in the cell, makes difficult ponding in the cell, makes the life of cell increase relatively, is difficult for the fracture.
Preferably, the vertical extending edge sealing wall is provided with a drainage ditch at one side deviating from the cell.
Through adopting above-mentioned technical scheme, when the rivers grow of slope body top, the escape canal can carry out the drainage with the rivers that the breakwater blockked, reduces rivers and erodees the soil on banding wall next door. The water loss and soil erosion are relatively reduced, and the stability of the edge sealing wall is relatively high.
Preferably, a filler block is disposed within the unit cell.
Through adopting above-mentioned technical scheme, the soil layer of the slope body that the filling block can compaction unit check enclose, simultaneously, avoids the rainwater directly to erode the slope body and cause the loss of soil.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the adjacent cells are surrounded to form an anchoring groove, an anchoring pile is formed in the anchoring groove, and a top seat formed at the top of the anchoring pile presses each cell, so that the cells are not only subjected to tension in the horizontal direction but also subjected to pressure in the vertical direction, and therefore, the lattice structure is relatively more stable, and the contact with a slope body is relatively better;
2. the side wall of the downward slope of the unit cell is provided with water holes and the edge sealing wall at the bottom is provided with a drainage hole, so that water is not easy to accumulate in the lattice structure, and the protected slope is relatively more stable.
Drawings
FIG. 1 is a general schematic diagram of a lattice structure of one embodiment;
FIG. 2 is an overall schematic view of a lattice body of one embodiment;
FIG. 3 is a partial schematic view of a lattice body of an embodiment;
FIG. 4 is a general schematic view of a closeout wall of an embodiment.
Description of reference numerals: 1. a lattice body; 2. anchoring piles; 3. a sealing wall; 11. a cell; 12. reinforcing ribs; 13. water passing holes; 21. an anchoring groove; 22. a top seat; 23. a second anchor pile; 31. a water drainage hole; 5. anti-slide piles; 6. a drainage ditch; 34. a water retaining wall; 4. a lattice body; 121. a first reinforcing rib; 61. and (4) a boss.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses lattice slope protection structure.
Referring to fig. 1 and 2, a lattice slope protection structure includes a lattice body 1 and an anchor pile 2 anchored to a side slope, the anchor pile 2 being fixed to the lattice body 1; the lattice body 1 comprises a plurality of unit cells 11, the top view of the unit cells 11 is rectangular, and four corners of the unit cells 11 are flat corners; when the adjacent unit cells 11 are spliced, the mutually close corners are encircled to form the anchoring grooves 21, and the anchoring rods are firstly driven into the anchoring grooves 21 and then cement is injected to form the anchoring piles 2.
Referring to fig. 3, the anchor pile 2 penetrates the anchor groove 21 and one end of the anchor pile is anchored on the slope, the other end of the anchor pile extends out of the anchor groove 21 to form a top seat 22, the cross section of the top seat 22 is larger than that of the body of the anchor pile 2, and one surface of the top seat facing the slope is fixed on a plurality of cells 11 which are arranged in an enclosing mode to form the anchor groove 21.
The implementation principle is that one side of the top seat 22 formed at the top of the anchoring pile 2 facing the side slope can be pressed and encircled to form the corner of the cell 11 of the anchoring groove 21, so that the integral lattice body 1 is further reinforced.
Referring to fig. 3, in order to reinforce the connection strength of the unit cells 11 and the anchor piles 2, the stability of the slope protection is improved; a plurality of reinforcing ribs 12 are arranged in the peripheral side walls of the cells 11, and the ends of the reinforcing ribs 12 penetrate through the side walls of the cells 11 to extend into the anchoring grooves 21 and are fixed in the anchoring piles 2.
Filling blocks, such as dry masonry blocks, are placed in the cells of the cells 11, and can compact the soil layer of the slope enclosed by the cells 11, and meanwhile, the soil loss caused by direct washing of the slope by rainwater is avoided.
The water holes 13 are arranged at the bottom of the side wall of the cell 11 in the downward direction of the side slope, the water holes 13 are connected with the space enclosed by the four peripheral walls of the two cells 11, and the water holes 13 are arranged between the reinforcing ribs 12 and the slope body.
By way of example, in a heavy rain day, the water in the cells 11 can flow through the water holes 13; relatively less rainwater accumulates in the cells 11, causing water to penetrate into the ground surface, increasing the water content of the slope body, and weakening the stability of the slope body.
Lattice main part 4 is constituteed to a plurality of unit check 11, and the periphery of lattice main part 4 is fixed with the banding wall 3 that is used for the banding, one side that banding wall 3 is close to lattice main part 4 is encircleed lattice main part 4 equidistance and is provided with second anchor pile 23, and second anchor pile 23 anchor is in the sloping, is provided with the first strengthening rib 121 of strengthening both structural strength between banding wall 3 and the adjacent unit check 11, and first strengthening rib 121 one end is connected in banding wall 3, and the other end is connected in second anchor pile 23.
Referring to fig. 4, a plurality of through drainage holes 31 are formed in one side wall of the edge sealing wall 3 at the bottom of the slope, which faces the unit cells 11; according to the implementation principle, water in the cell 11 flows through the water holes 13 and is finally accumulated on one side, facing the cell 11, of the edge sealing wall 3, and the accumulated water can be discharged through the water discharge holes 31, so that the pressure applied to the edge sealing wall 3 is relieved.
The side slope body of the edge sealing wall 3 located at the bottom of the side slope, which is far away from the cell 11, is provided with a plurality of anti-slide piles 5, and the side wall of the anti-slide pile 5, which is close to the cell 11, abuts against the side wall of the edge sealing wall 3, which is far away from the cell 11.
Implement the principle, the 5 butt of friction pile plays the effect of supporting to banding wall 3 in banding wall 3, makes the overall structure of banding wall 3 relatively more stable, and simultaneously, the friction pile 5 is located the soil layer structure that the slope body can be stabilized to the slope body bottom and makes the effect of protection slope body better relatively.
Referring to fig. 1, the wall surface of the edge banding wall 3 located above and close to one side of the cell 11 extends upwards to form a water retaining wall 34, and the length of the water retaining wall 34 extends along the length edge of the edge banding wall 3; the water retaining wall 34 is used for retaining running water above a slope body and reducing the running water entering the cell 11, so that water is not easy to accumulate in the cell 11.
One side that the banding wall 3 that follows the vertical extension of slope deviates from cell 11 is provided with escape canal 6, and 6 upper ends in escape canal extend to the side that the banding wall 3 that is located the top deviates from cell 11 and its both ends opening, are formed with the boss 61 of ascending a plurality of echelonment in the channel of escape canal 6.
Implement the principle, when the rivers grow of slope body top, the rivers that 3 upper portions of deblocking side wall were intercepted can be dredged to escape canal 6 to boss 61 can slow down the impact force of rivers, plays the drainage performance of relative preferred.
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 (9)
1. The utility model provides a lattice slope protection structure, includes lattice body (1) and anchor in anchor pile (2) of side slope, anchor pile (2) are fixed in lattice body (1), its characterized in that: lattice body (1) include a plurality of cell (11) of laying in the side slope, and is a plurality of adjacent enclose of cell (11) establish and form anchor groove (21), anchor stake (2) pass anchor groove (21) and one end anchor in the side slope, and the other end stretches out anchor groove (21) and is formed with footstock (22), footstock (22) butt simultaneously in a plurality of cell (11) of enclosing and establishing formation anchor groove (21) towards the one side of side slope.
2. A lattice slope protection structure according to claim 1, characterized in that: be equipped with strengthening rib (12) in the lateral wall of cell (11), the end of strengthening rib (12) stretches into anchor inslot (21) and is fixed in anchor pile (2).
3. A lattice slope protection structure according to claim 2, characterized in that: the cell (11) is located the wall of side slope descending direction and has seted up water hole (13), water hole (13) are located between strengthening rib (12) and the slope body.
4. A lattice slope protection structure according to claim 1, characterized in that: a plurality of unit check (11) form lattice main part (4), are provided with banding wall (3) that are used for the banding in the periphery of lattice main part (4), one side that banding wall (3) are close to lattice main part (4) is encircleed lattice main part (4) equidistance and is provided with second anchor stake (23), second anchor stake (23) anchor in the sloping internal, be provided with additional strengthening's first strengthening rib (121) between banding wall (3) and adjacent unit check (11), the one end of first strengthening rib (121) is fixed in unit check (11), and the other end is fixed in second anchor stake (23).
5. A lattice slope protection structure according to claim 4, characterized in that: the edge sealing wall (3) positioned at the bottom of the slope body is provided with a plurality of penetrating drainage holes (31).
6. A lattice slope protection structure according to claim 5, characterized in that: one side, which is located at the bottom of the side slope and is far away from the cell (11), of the edge sealing wall (3) is provided with a plurality of anti-slide piles (5), and the anti-slide piles (5) are abutted to the side wall of the edge sealing wall (3).
7. A lattice slope protection structure according to claim 6, characterized in that: the edge sealing wall (3) positioned above the water retaining wall extends upwards to form a water retaining wall (34), and the length of the water retaining wall (34) extends along the length of the edge sealing wall (3).
8. A lattice slope protection structure according to claim 7, characterized in that: the vertical extending edge sealing wall (3) is provided with a drainage ditch (6) at one side deviating from the cell (11).
9. A lattice slope protection structure according to claim 3, characterized in that: and filling blocks are arranged in the unit cells (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021540371.6U CN212956585U (en) | 2020-07-29 | 2020-07-29 | Lattice slope protection structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021540371.6U CN212956585U (en) | 2020-07-29 | 2020-07-29 | Lattice slope protection structure |
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| CN212956585U true CN212956585U (en) | 2021-04-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113250137A (en) * | 2021-05-29 | 2021-08-13 | 山东水总有限公司 | Dam reinforcing structure and method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113250137A (en) * | 2021-05-29 | 2021-08-13 | 山东水总有限公司 | Dam reinforcing structure and method |
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