CN101324067A - Ecological anchor rod and method for slope soil and water conservation using the same - Google Patents
Ecological anchor rod and method for slope soil and water conservation using the same Download PDFInfo
- Publication number
- CN101324067A CN101324067A CNA200810142515XA CN200810142515A CN101324067A CN 101324067 A CN101324067 A CN 101324067A CN A200810142515X A CNA200810142515X A CN A200810142515XA CN 200810142515 A CN200810142515 A CN 200810142515A CN 101324067 A CN101324067 A CN 101324067A
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- Prior art keywords
- anchor pole
- ecological anchor
- ecological
- straight trough
- pressure zone
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- 239000002689 soil Substances 0.000 title claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 title claims abstract description 17
- 239000004746 geotextile Substances 0.000 claims abstract description 21
- 239000004744 fabric Substances 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000001863 plant nutrition Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 235000015097 nutrients Nutrition 0.000 description 5
- 239000007787 solid Substances 0.000 description 2
- 230000002153 concerted effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses an ecological anchor rod, comprising a rod body. The ecological anchor rod is characterized in that the ecological anchor rod also comprises an upper end part which is provided with a direct trough; the external edge part of the rod body is provided with an inverted pawl. The ecological anchor rod of the invention has the beneficial effects that the inverted pawl and the direct trough of the anchor rod can lead tensioning belts to be only enwound on the upper end part of the ecological anchor rod so as to prevent the looseness of the tensioning belts on the slope; simultaneously, owing to the inverted pawl, the geotextile which is compacted on the slope can be prevented from being loosened, the sand-soil or plant nutrition can be prevented from being lost; simultaneously, the firmness and safety of the slope structure can be increased; and simultaneously, by the method of using the ecological anchor rod to carry out the soil and water conservation of slope, the paving efficiency is improved and the whole stability and firmness of the slope surface also can be improved.
Description
Technical field
The present invention relates to a kind of anchor pole, particularly the ecological anchor pole of the geotextiles of side slope water and soil conservation.
Background technology
At present in building retaining wall, slope of highway, side slope vegetation and water conservancy dykes and dams; general sand engineering all is to adopt sandbag to replace metope structure; backfill or fill other material then; for better protection retaining wall, slope of highway, side slope vegetation and water conservancy dykes and dams, generally all lay one deck geotextiles in the above.In the fastening process to geotextiles, existing fastening pole is general to adopt a straight pole to fix, and so fastening pole causes geotextiles not to be compacted completely, causes the loss of sandy soil; And at present generally not only efficient is high but also can not strengthen the steadiness of side slope about the method for side slope water and soil conservation.
Summary of the invention
In order to solve the problems of the prior art, the invention provides a kind of ecological anchor pole, solve present geotextiles and can not be compacted the problem that causes sandy soil or vegetation nutrient loss fully, improved the applicability of described ecological anchor pole.
The present invention solves the technical scheme that the prior art problem adopted: a kind of ecological anchor pole, comprise the body of rod and upper end, and described upper end is provided with a straight trough; The edge portion of the described body of rod is provided with the overhead kick ratchet.
The present invention further improves: described overhead kick ratchet is bar shaped to be arranged, and is distributed in the side of one or more directions of the described body of rod; Be positioned at described overhead kick ratchet on the described side not on same horizontal plane.
The present invention further improves: described upper end also is provided with the boss that has straight trough, and the straight trough on the described boss is communicated with the straight trough of described upper end; The diameter of described upper end is less than the diameter of described boss; The cross bar that described upper end is provided with horizontal perforation and is pressed into described horizontal perforation.
The present invention further improves: described upper end also is provided with single or multiple inversed taper platform shapes; The maximum gauge of described inversed taper platform shape is greater than the diameter of described upper end; Straight trough on the described inversed taper platform shape is communicated with the described straight trough of described upper end; Described inversed taper platform shape is provided with locking cap top supporting rod, that inside has amortizing property structure.
The present invention further improves: the difference in height between two adjacent described overhead kick ratchets is 1/4th or 3/4ths of a described overhead kick ratchet length; The described body of rod is solid or hollow cylinder.
The present invention is in order to improve the efficient that side slope is laid, the spy has proposed a kind ofly to utilize ecological anchor pole to carry out the method for side slope water and soil conservation, the technical scheme that it adopted is: a kind ofly utilize ecological anchor pole to carry out the method for side slope water and soil conservation, comprise the steps: that (101) excavate groove on domatic;
(102) spread the water and soil conservation cloth;
(103) insert the body of rod of ecological anchor pole to increase the adhesive power of described water and soil conservation with cloth;
(104) connect ecological anchor pole with tightening pressure zone.
Described cloth is nonwoven or geotextiles; Described groove is crisscross setting; Described step (102) specifically comprises:
(1021) in described domatic, described vertical-horizontal slot, spread nonwoven or geotextiles;
(1022) with of nonwoven or the geotextiles compacting of described ecological bag with described vertical-horizontal slot place.
Described step (103) specifically comprises:
(1031) insert described ecological anchor pole in the crosspoint of described vertical-horizontal slot;
(1032) on the grid that described vertical-horizontal slot forms, insert described ecological anchor pole.
Described step (104) is specially: the described pressure zone canned paragraph of tightening is put into the straight trough of described ecological anchor pole and twined, the described pressure zone canned paragraph of tightening in going into straight trough is fixed.The described pressure zone across of tightening is arranged, and the described pressure zone of tightening is a crossbar contact with described ecological anchor pole.
The invention has the beneficial effects as follows: by overhead kick ratchet and the straight trough on the anchor pole, can only be wrapped in the upper end of described ecological anchor pole with tightening pressure zone, prevent to tighten on the side slope the loosening of pressure zone, simultaneously again by the overhead kick ratchet, prevent that the geotextiles that is compacted on the side slope from unclamping, can prevent the loss of sandy soil or vegetation nutrient, can increase simultaneously fastness, the safety of edge slope structure again, utilize ecological anchor pole to carry out the method for side slope water and soil conservation simultaneously, the efficient that can not only improve laying has improved domatic whole steadiness again.
Description of drawings
Fig. 1 is that schematic diagram is partly cutd open in the ecological anchor pole of the present invention one embodiment upper end;
Fig. 2 is the schematic diagram that the ecological anchor pole of the present invention one embodiment removes locking cap;
Fig. 3 is the embodiment schematic diagram of another embodiment of the ecological anchor pole of the present invention;
Fig. 4 is the vertical view of Fig. 3;
Fig. 5 is the schematic diagram of locking cap shown in Figure 1;
Fig. 6 is that the present invention utilizes ecological anchor pole to carry out the workflow diagram of the method for side slope water and soil conservation;
Fig. 7 is that the present invention utilizes ecological anchor pole to carry out the ecological anchor pole and the schematic diagram of tightening pressure zone of the method for side slope water and soil conservation;
Fig. 8 is that the present invention utilizes ecological anchor pole to carry out the block diagram of the method for side slope water and soil conservation.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
As shown in Figure 1 and Figure 2, a kind of ecological anchor pole comprises upper end 1, the body of rod 2, and described upper end is provided with a straight trough 4; The edge portion of the described body of rod 2 is provided with overhead kick ratchet 5; Described overhead kick ratchet 5 is evenly distributed on four limit portions of the described body of rod 2; The described overhead kick ratchet 5 of each limit portion is in strip arrangement; The described overhead kick ratchet 5 that is positioned at four limit portions is not on same horizontal plane; Difference in height between two described overhead kick ratchets 5 of adjacent edge portion is 1/4th or 3/4ths of described overhead kick ratchet 5 length; The described body of rod 2 is solid or hollow cylinder, for example cylinder or square body.In Fig. 1, between the top 51 52 53 between the adjacent and relative overhead kick ratchet 5, its relative difference in height be on the body of rod 2 shown in described overhead kick ratchet 5 is attached to total length 1/2nd, and two adjacent difference in height is respectively 1/4th and 3/4ths.Described upper end 1 also is provided with single or multiple inversed taper platform shapes 11; The maximum gauge of described inversed taper platform shape 11 is greater than the diameter of described upper end 1; Straight trough on the described inversed taper platform shape 11 is communicated with the straight trough 4 of described upper end 1, and described inversed taper platform shape 11 is provided with locking cap 6 top supporting rod 61, that inside has amortizing property structure 62.With reference to figure 5, set support bar 61 on the described locking cap, this support bar 61 can insert in the described straight trough 4.During use, the support bar 61 of locking cap is pressed in the described straight trough 4, the amortizing property structure of described inversed taper platform shape 11 and described locking cap 6 is carried out combination, thereby guarantees tight press fit between the two, and end pole 3 is a pyramidal structure.
Among another embodiment, as Fig. 3, described upper end (1) also is provided with the boss 12 that has straight trough, and the straight trough on the described boss 12 is communicated with the described straight trough 4 of described upper end 1; The diameter of described upper end 1 is less than the diameter of described boss 12; The cross bar 13 that described upper end 1 is provided with horizontal perforation and is pressed into described horizontal perforation, pole of the described end 3 is a pyramidal structure.In use, with reference to figure 1, the end pole 3 of described anchor pole inserts corresponding position earlier, by tightening pressure zone different anchor poles is coupled together, tighten pressure zone being wrapped on the upper end 1, then locking cap is pressed in the inversed taper platform shape 11 of upper end 1, from groove, slide on the face thereby prevent to tighten pressure zone through straight trough, increase the whole fastness of side slope, thereby prevented the loss of sandy soil and vegetation nutrient.
Fig. 3 and for example, the end pole 3 of described anchor pole inserts corresponding position earlier, by tightening pressure zone different anchor poles is coupled together, tightening pressure zone is being wrapped on the upper end 1 through straight trough, then cross bar 13 is passed described upper end 1 from through hole, thereby the fastening pressure zone of tightening slides into from groove on the face thereby prevent to tighten pressure zone, increase the whole fastness of side slope, thereby prevented the loss of sandy soil and vegetation nutrient.
As Fig. 6, according to the actual needs that side slope is laid, proposed a kind ofly to utilize ecological anchor pole to carry out the method for side slope water and soil conservation: it comprises the steps: that 101 excavate groove on domatic;
102 spread the water and soil conservation cloth;
103 insert the body of rod of ecological anchor pole to increase the adhesive power of described water and soil conservation with cloth;
104 usefulness are tightened pressure zone and are connected ecological anchor pole.
Described cloth is nonwoven or geotextiles; Described groove is crisscross setting; Described step 102 specifically comprises:
1021 described domatic on and described vertical-horizontal slot in spread nonwoven or geotextiles;
The described ecological bag of 1022 usefulness is with the nonwoven or the geotextiles compacting at described vertical-horizontal slot place.
Described step 103 specifically comprises:
1031 insert described ecological anchor pole in the crosspoint of described vertical-horizontal slot;
1032 insert described ecological anchor pole on the grid that described vertical-horizontal slot forms.
Described step 104 is specially: the described pressure zone canned paragraph of tightening is put into the straight trough of described ecological anchor pole and twined, the described pressure zone canned paragraph of tightening in going into straight trough is fixed.Described pressure zone 92 across of tightening are arranged, and the described pressure zone 92 of tightening is a crossbar contact with described ecological anchor pole 91; As Fig. 7, described ecological anchor pole 91 and tighten pressure zone 92 and arrange at the planar row across.
Among a kind of concrete laying embodiment, with reference to figure 8, be equipped with vegetation 95 domatic 93 on, laid geotextiles 94 on domatic, described domatic 93 are provided with vertical-horizontal slot 97, and ecological bag 96 is laid in the vertical-horizontal slot 97, also is equipped with described geotextiles 94 in the described groove.When concrete the laying, on domatic 93, excavate the vertical-horizontal slot 97 that adapts with ecological bag appearance and size earlier, then described domatic on 93 and the above geotextiles 94 of described vertical-horizontal slot 97 middle berths, with 96 geotextiles 94 compactings of described ecological bag with described vertical-horizontal slot 97 places; Again the body of rod of ecological anchor pole 91 is inserted on the vertical-horizontal slot 97 and domatic 93, be specially and insert described ecological anchor pole 91 in the crosspoint of described vertical-horizontal slot 97; On the grid that described vertical-horizontal slot 97 forms, insert described ecological anchor pole 91.Inserted after the ecological anchor pole 91, laying work is finished basically again, but whole geotextiles 94 need be fixed, and to guarantee that fillers such as sandy soil or vegetation nutrient are not run off, each described ecological anchor pole 91 need be coupled together this moment and form whole making a concerted effort.Thereby all ecological anchor poles 91 are coupled together with tightening the tight adjacent described ecological anchor pole 91 of pressure zone 92 windings, be embodied as, the described pressure zone 92 of tightening is put into the straight trough of described ecological anchor pole 91 and twined, the described pressure zone 92 of tightening in going into straight trough is fixed.The fixing described mode of tightening pressure zone 92 is a lot, according to two the embodiment Fig. 1 of ecological anchor pole 91 described in the present invention and Fig. 3 as can be seen, ecological anchor pole 91 by having locking cap and the described pressure zone 92 of tightening can both be fixed by ecological anchor pole 91 with cross bar, through hole, prevent to enter straight trough in the described ecological anchor pole 91 to tighten pressure zone 92 loosening and skid off from described straight trough.
Above content be in conjunction with concrete preferred implementation to further describing that the utility model is done, can not assert that concrete enforcement of the present utility model is confined to these explanations.For the utility model person of an ordinary skill in the technical field, under the prerequisite that does not break away from the utility model design, can also make some simple deduction or replace, all should be considered as belonging to protection domain of the present utility model.
Claims (10)
1. an ecological anchor pole comprises the body of rod (2), it is characterized in that: described ecological anchor pole also comprises upper end (1), and described upper end (1) is provided with a straight trough (4), and the edge portion of the described body of rod (2) is provided with overhead kick ratchet (5).
2. according to the described ecological anchor pole of claim 1, it is characterized in that: described overhead kick ratchet (5) is bar shaped to be arranged, and is distributed in the side of one or more directions of the described body of rod (2); Be positioned at described overhead kick ratchet (5) on the described side not on same horizontal plane.
3. according to the described ecological anchor pole of claim 2, it is characterized in that: described upper end (1) also is provided with the boss that has straight trough, and the straight trough on the described boss is communicated with the straight trough (4) of described upper end (1); The diameter of described upper end (1) is less than the diameter of described boss; The cross bar that described upper end (1) is provided with horizontal perforation and is pressed into described horizontal perforation.
4. according to the described ecological anchor pole of claim 2, it is characterized in that: described upper end (1) also is provided with single or multiple inversed taper platform shapes; The maximum gauge of described inversed taper platform shape is greater than the diameter of described upper end (1); Straight trough on the described inversed taper platform shape is communicated with the described straight trough (4) of described upper end (1); Described inversed taper platform shape is provided with locking cap top supporting rod, that inside has amortizing property structure.
5. according to claim 3 or 4 described ecological anchor poles, it is characterized in that: the difference in height between adjacent two described overhead kick ratchets (5) is 1/4th or 3/4ths of described overhead kick ratchet (a 5) length.
6. one kind is utilized ecological anchor pole to carry out the method for side slope water and soil conservation, it is characterized in that: comprise the steps: that (101) excavate groove on domatic;
(102) spread the water and soil conservation cloth;
(103) insert the body of rod of ecological anchor pole to increase the adhesive power of described water and soil conservation with cloth;
(104) connect ecological anchor pole with tightening pressure zone.
7. the method that the ecological anchor pole of utilization according to claim 6 carries out side slope water and soil conservation: described cloth is nonwoven or geotextiles; Described groove is crisscross setting; Described step (102) specifically comprises:
(1021) in described domatic, groove, spread nonwoven or geotextiles;
(1022) with of nonwoven or the geotextiles compacting of described ecological bag with described vertical-horizontal slot place.
8. the method that the ecological anchor pole of utilization according to claim 6 carries out side slope water and soil conservation: described step (103) specifically comprises:
(1031) insert described ecological anchor pole in the crosspoint of described vertical-horizontal slot;
(1032) on the grid that described vertical-horizontal slot forms, insert described ecological anchor pole.
9. the method that the ecological anchor pole of utilization according to claim 6 carries out side slope water and soil conservation: described step (104) is specially: the described pressure zone canned paragraph of tightening is put into the straight trough of described ecological anchor pole and twined, the described pressure zone canned paragraph of tightening in going into straight trough is fixed.
10. the method that the ecological anchor pole of utilization according to claim 9 carries out side slope water and soil conservation: the described pressure zone across of tightening is arranged, and the described pressure zone of tightening is a crossbar contact with described ecological anchor pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810142515XA CN101324067B (en) | 2008-07-25 | 2008-07-25 | Ecological anchor rod and method for slope soil and water conservation using the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810142515XA CN101324067B (en) | 2008-07-25 | 2008-07-25 | Ecological anchor rod and method for slope soil and water conservation using the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101324067A true CN101324067A (en) | 2008-12-17 |
| CN101324067B CN101324067B (en) | 2011-05-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810142515XA Expired - Fee Related CN101324067B (en) | 2008-07-25 | 2008-07-25 | Ecological anchor rod and method for slope soil and water conservation using the same |
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| Country | Link |
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| CN (1) | CN101324067B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101524031B (en) * | 2009-04-21 | 2012-09-05 | 深圳万向泰富环保科技有限公司 | Method for greening desert and system thereof |
| CN103343536A (en) * | 2013-07-08 | 2013-10-09 | 山东科技大学 | Detent-type soil anchor rod and application thereof |
| CN108390280A (en) * | 2018-04-10 | 2018-08-10 | 周琼 | A kind of power equipment case for mining industry |
| CN113875534A (en) * | 2021-10-13 | 2022-01-04 | 西南科技大学 | Moss greening method for steep rock slope |
-
2008
- 2008-07-25 CN CN200810142515XA patent/CN101324067B/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101524031B (en) * | 2009-04-21 | 2012-09-05 | 深圳万向泰富环保科技有限公司 | Method for greening desert and system thereof |
| CN103343536A (en) * | 2013-07-08 | 2013-10-09 | 山东科技大学 | Detent-type soil anchor rod and application thereof |
| CN103343536B (en) * | 2013-07-08 | 2016-05-18 | 山东科技大学 | Pawl type soil bolt and application thereof |
| CN108390280A (en) * | 2018-04-10 | 2018-08-10 | 周琼 | A kind of power equipment case for mining industry |
| CN113875534A (en) * | 2021-10-13 | 2022-01-04 | 西南科技大学 | Moss greening method for steep rock slope |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101324067B (en) | 2011-05-11 |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Ecological anchor rod and method for slope soil and water conservation using the same Effective date of registration: 20130201 Granted publication date: 20110511 Pledgee: Bank of Hangzhou Limited by Share Ltd science and Technology Branch Pledgor: Hangzhou Huaning Pacific Environmental Technology Co. Ltd., Shenzhen sunwealth Environmental Protection Technology Co., Ltd Sun Ailin Registration number: 2013990000081 |
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| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 518000, Shenzhen, Guangdong, Luohu District province guests road Pacific Business Building 1101 Patentee after: Sun Ailin Address before: 3, 827 commercial building, Taoyuan Road, Baoan North Road, Shenzhen, Guangdong, Luohu District, China Patentee before: Sun Ailin |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20160617 Granted publication date: 20110511 Pledgee: Bank of Hangzhou Limited by Share Ltd science and Technology Branch Pledgor: Hangzhou Huaning Pacific Environmental Technology Co. Ltd., Shenzhen sunwealth Environmental Protection Technology Co., Ltd Sun Ailin Registration number: 2013990000081 |
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| PLDC | Enforcement, change and cancellation of contracts on pledge of patent right or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110511 Termination date: 20160725 |