CN206928308U - Avoid the safeguard structure of soil erosion - Google Patents
Avoid the safeguard structure of soil erosion Download PDFInfo
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- CN206928308U CN206928308U CN201720780040.1U CN201720780040U CN206928308U CN 206928308 U CN206928308 U CN 206928308U CN 201720780040 U CN201720780040 U CN 201720780040U CN 206928308 U CN206928308 U CN 206928308U
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- structure sheaf
- bamboo cane
- lower web
- hook
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Abstract
The utility model belongs to conservation technology field, is related to a kind of safeguard structure for avoiding soil erosion, including the netted structure sheaf in top, lower web structure sheaf, connecting hook and woven bag accumulation horizon;The netted structure sheaf in top, woven bag accumulation horizon and lower web structure sheaf are set gradually from top to bottom;Connecting hook is through woven bag accumulation horizon and netted with top structure sheaf and lower web structure sheaf are connected respectively;The netted structure sheaf hole in top is provided with the netted structure sheaf in top;Lower web structure sheaf hole is provided with lower web structure sheaf;The aperture in the netted structure sheaf hole in top is less than the aperture in lower web structure sheaf hole.The utility model provides that a kind of stability is strong and the safeguard structure with stronger safeguard function for avoiding soil erosion.
Description
Technical field
The utility model belongs to conservation technology field, is related to a kind of water and soil conservation safeguard structure, more particularly to a kind of
Avoid the safeguard structure of soil erosion.
Background technology
In slope, hillside or river course both sides, in order to not allow the native stone in earth's surface to be caused soil erosion by rain drop erosion, lead to
Often draft or shrub trees can be planted in the both sides in slope, hillside or river course, enable the root after grass or trees growth firmly
Attached firmly native stone is grabbed, or native stone is coated using concrete laying, when rainy season set, native stone can be slowed down and made by rain drop erosion
Into earth flow or soil erosion, reduce the soil erosion of slope, hillside or river course both sides, and then ensure the peace of the person or property
Entirely.However, planting herbaceous plant or during shrub tree to slope, hillside or river course both sides, herbaceous plant and shrub trees into
Growth process needs the relatively long time, and often before the root of trees not yet grabs attached firmly native stone, trees are in itself with rainwater
Topple over washing away for earth flow;Directly accumulated even with more firm concrete laying cladding or with concrete, although
Firmly or more firmly slope, hillside or river course both sides soil stone can be kept, but concrete easily causes nature ring
The white pollution in border, it is unfavorable for the ecological environment on slope, hillside and river course both sides;Or heap layer by layer is carried out using woven bag
Product, due to not connected between woven bag, once form breach, it will cause bigger earth flow to lose.
Utility model content
In order to solve above-mentioned technical problem present in background technology, the utility model provide a kind of stability it is strong and
The safeguard structure for avoiding soil erosion with stronger safeguard function.
To achieve the above object, the utility model adopts the following technical scheme that:
A kind of safeguard structure for avoiding soil erosion, it is characterised in that:The safeguard structure for avoiding soil erosion includes
The netted structure sheaf in top, lower web structure sheaf, connecting hook and woven bag accumulation horizon;The netted structure sheaf in the top, braiding
Bag accumulation horizon and lower web structure sheaf are set gradually from top to bottom;The connecting hook through woven bag accumulation horizon and respectively with
The netted structure sheaf in top and lower web structure sheaf are connected;The netted structure sheaf in top is provided with the netted structure sheaf in top
Hole;Lower web structure sheaf hole is provided with the lower web structure sheaf;The aperture in the netted structure sheaf hole in top is less than
The aperture in lower web structure sheaf hole.
Preferably, woven bag accumulation horizon includes multiple woven bags used by the utility model;Multiple woven bag head and the tail
Splicing;Nutrition Soil and herbaceous plant seeds are filled with the woven bag.
Preferably, the netted structure sheaf in top and lower web structure sheaf are included laterally used by the utility model
Bamboo cane and longitudinal bamboo cane;The horizontal bamboo cane and longitudinal bamboo cane transverse and longitudinal weaving are into the meshed network structure of tool;
Intersection point between the horizontal bamboo cane and longitudinal bamboo cane is bamboo cane node;The bamboo cane node of the netted structure sheaf in top passes through
Connecting hook is connected with the bamboo cane node of lower web structure sheaf.
Preferably, the width of horizontal bamboo cane and longitudinal bamboo cane is not less than 1cm used by the utility model;It is described
The hole inner area in the netted structure sheaf hole in top is 1cm2-16cm2。
Preferably, connecting hook includes hook monomer used by the utility model;The hook monomer is split type or combination
Formula;The bamboo cane node of the netted structure sheaf in top is connected by hook monomer with the bamboo cane node of lower web structure sheaf.
Preferably, when hook monomer is split type used by the utility model, the hook monomer is that structure is S-type or Z
The metal hook of type;The structure is S-type or the both ends of the metal hook of Z-type respectively with the bamboo cane node of the netted structure sheaf in top and
The bamboo cane node of lower web structure sheaf is connected.
Preferably, when hook monomer is combined type used by the utility model, the hook monomer is the knot being arranged in pairs
Structure is S-type or metal hook of Z-type;The structure being arranged in pairs is S-type or metal hook of Z-type is set back-to-back or face-to-face;
The structure is S-type or the both ends of the metal hook of the Z-type bamboo cane node and lower web knot with the netted structure sheaf in top respectively
The bamboo cane node of structure layer is connected.
Preferably, the safeguard structure of soil erosion is avoided also to include being arranged on lower web used by the utility model
The fixed claw of structure sheaf bottom, the direction that the fixed claw stretches into earth's surface overlap or are provided with between the normal of earth's surface
Angle;When the fixed claw stretches into the direction of earth's surface and is provided with angle between the normal of earth's surface, the angle of the angle
Degree is not less than 30 °.
Preferably, fixed claw is anchor pole used by the utility model, the anchor pole includes fixing end and free end;
The fixing end entirety c-type of the anchor pole;The fixing end of the anchor pole is held in lower web structure sheaf bottom and and lower web
Structure sheaf is connected;The free end of the anchor pole, which is stretched into, treats in the anti-soil body;The length of the anchor pole is not less than 30cm.
Preferably, anchor pole peripheral part spiral is provided with sheet metal used by the utility model;The width of the sheet metal
Degree is not less than 2cm.
The utility model has the advantages that:
The utility model provides a kind of safeguard structure for avoiding soil erosion, using the netted structure sheaf in top, woven bag
The mode of accumulation horizon and lower web structure sheaf, there is provided a kind of safeguard structure that can effectively avoid soil erosion, have steady
It is qualitative strong and there is stronger safeguard function.First, the aperture in the netted structure sheaf hole in top is less than used by the utility model
The aperture in lower web structure sheaf hole, the lower web structure sheaf of larger aperture is similar to skeleton structure, the attachment of direct large area
On the soil body to be protected, it can largely treat the protection soil body and be grasped, play stronger stabilization;Secondly, compile
Bag accumulation horizon direct pressing is knitted in the upper surface of lower web structure sheaf, increases the heavy burden of lower web structure sheaf, increases down
Frictional force between portion's network structure layer and the soil body to be protected, promote lower web structure sheaf to be more firmly attached to and wait to protect
On the soil body, while earth flow is caused to lose in order to prevent woven bag accumulation horizon to be washed, the utility model is in woven bag accumulation horizon
Upper surface be also attached with the netted structure sheaf in top, the netted structure sheaf in top, which passes through connecting hook, to be fixed with lower web structure sheaf and connects
Connecing so that the netted structure sheaf in top, connecting hook, woven bag accumulation horizon and lower web structure sheaf form unified entirety, under
The heavy burden of portion's network structure layer further increases, and stability is higher, is more firmly attached on the soil body to be protected, further keeps away
Exempt from the loss of water and soil stone.
Brief description of the drawings
Fig. 1 is the cross section structure diagram of the safeguard structure provided by the utility model for avoiding soil erosion;
Fig. 2 is the overlooking the structure diagram (part) of the netted structure sheaf in top used by the utility model;
Fig. 3 is the overlooking the structure diagram (part) of lower web structure sheaf used by the utility model;
Fig. 4 is the structural representation of anchor pole used by the utility model;
Wherein:
The netted structure sheaf in 1- tops;2- connecting hooks;3- lower web structure sheafs;4- woven bag accumulation horizons;5- transverse direction bamboo canes;
6- longitudinal directions bamboo cane;7- bamboo cane nodes;The netted structure sheaf hole in 8- tops;9- lower web structure sheafs hole;10- fixed claws.
Embodiment
Referring to Fig. 1, Fig. 2 and Fig. 3, the utility model provides a kind of safeguard structure for avoiding soil erosion, and this is avoided
The safeguard structure of soil erosion includes the netted structure sheaf 1 in top, lower web structure sheaf 3, connecting hook 2 and woven bag accumulation horizon
4;The netted structure sheaf 1 in top, woven bag accumulation horizon 4 and lower web structure sheaf 3 are set gradually from top to bottom;Connecting hook 2 is passed through
Wear woven bag accumulation horizon 4 and netted with top structure sheaf 1 and lower web structure sheaf 3 are connected respectively;The netted structure sheaf 1 in top
On be provided with the netted structure sheaf hole 8 in top;Lower web structure sheaf hole 9 is provided with lower web structure sheaf 3;The netted knot in top
The aperture in structure layer hole 8 is less than the aperture in lower web structure sheaf hole 9.The utility model is using the netted structure sheaf 1 in top, woven bag
The mode of accumulation horizon 4 and lower web structure sheaf 3, there is provided a kind of safeguard structure that can effectively avoid soil erosion, have
Stability is strong and has stronger safeguard function.First, the aperture in the netted structure sheaf hole 8 in top is small used by the utility model
In the aperture in lower web structure sheaf hole 9, the lower web structure sheaf 3 of larger aperture similar to skeleton structure, direct large area
It is attached on the soil body to be protected, can largely treats the protection soil body and be grasped, play stronger stabilization;Its
Secondary, the direct pressing of woven bag accumulation horizon 4 is in the upper surface of lower web structure sheaf 3, the heavy burden of increase lower web structure sheaf 3,
The frictional force between lower web structure sheaf 3 and the soil body to be protected is increased, promotes lower web structure sheaf 3 more firm attached
On the soil body to be protected, while cause earth flow to lose to prevent woven bag accumulation horizon 4 to be washed, the utility model is being compiled
The upper surface for knitting bag accumulation horizon 4 is also attached with the netted structure sheaf 1 in top, and the netted structure sheaf 1 in top passes through connecting hook 2 and lower wire
Shape structure sheaf 3 is fixedly connected so that the netted structure sheaf 1 in top, connecting hook 2, woven bag accumulation horizon 4 and lower web structure sheaf
3 form unified entirety, and the heavy burden of lower web structure sheaf 3 further increases, and stability is higher, is more firmly attached to and treats
Protect on the soil body, further avoid the loss of water and soil stone.
Woven bag accumulation horizon 4 includes multiple woven bags used by the utility model;Multiple woven bag head and the tail splice;Braiding
Nutrition Soil and herbaceous plant seeds are filled with bag.Woven bag accumulation horizon 4 be multiple woven bags be piled into one or more layers;
After woven bag accumulation horizon 4 to be deposited in the upper surface of lower web structure sheaf 3, pass through the netted structure sheaf 1 in top and connecting hook 2
Woven bag accumulation horizon 4 is suppressed, forms overall structure.When the moisture containing rain or river both sides, in woven bag accumulation horizon 4
Herbaceous plant seeds under Nutrition Soil and water function, root, finally penetrate woven bag accumulation horizon 4 and upper wire
Continued growth after shape structure sheaf 1, herbal root is through woven bag accumulation horizon 4 and lower web structure sheaf 3 to waiting to prevent
Stretched into the soil body of shield, further increase the firmness of lower web structure sheaf 3 and the soil body to be protected.
Referring to Fig. 2 and Fig. 3, the netted structure sheaf 1 in top and lower web structure sheaf 3 are equal used by the utility model
Including horizontal bamboo cane 5 and longitudinal bamboo cane 6;Horizontal bamboo cane 5 and the transverse and longitudinal weaving of longitudinal bamboo cane 6 are into the meshed net of tool
Shape structure;Intersection point between horizontal bamboo cane 5 and longitudinal bamboo cane 6 is bamboo cane node 7;The bamboo cane node 7 of the netted structure sheaf 1 in top
It is connected by connecting hook 2 with the bamboo cane node 7 of lower web structure sheaf 3;The width of horizontal bamboo cane 5 and longitudinal bamboo cane 6 is not
Less than 1cm;The hole inner area in the netted structure sheaf hole 8 in top is 1cm2-16cm2.Bamboo cane is formed after bamboo is rived, and is had tough
Property it is strong and the advantages that be hardly damaged, be mutually knitted to form with mesh (upper wire by horizontal bamboo cane 5 and longitudinal bamboo cane 6
Shape structure sheaf hole 8 or lower web structure sheaf hole 9) structure, make its overall toughness stronger.
Connecting hook 2 includes hook monomer;Hook monomer is split type or combined type;The bamboo cane node 7 of the netted structure sheaf 1 in top is logical
Hook monomer is crossed with the bamboo cane node 7 of lower web structure sheaf 3 to be connected.When hook monomer is split type, hook monomer be structure it is S-type or
The metal hook of Z-type;Structure is S-type or the both ends of the metal hook of Z-type respectively the bamboo cane node 7 of structure sheaf 1 netted with top and
The bamboo cane node 7 of lower web structure sheaf 3 is connected.When hook monomer is combined type, hook monomer is that the structure being arranged in pairs is S-type
Or the metal hook of Z-type;The structure being arranged in pairs is S-type or metal hook of Z-type is set back-to-back or face-to-face;Structure is S-type
Or the both ends of the metal hook of the Z-type bamboo cane of the bamboo cane node 7 of structure sheaf 1 netted with top and lower web structure sheaf 3 respectively
Node 7 is connected;The netted structure sheaf 1 in top and lower web structure sheaf 3 are firmly connected by metal hook, enhance entirety
Stable and fastness, is significantly strengthened using the degree of reliability.
The safeguard structure of soil erosion is avoided also to include the fixed claw 10 for being arranged on the bottom of lower web structure sheaf 3, it is fixed
The direction that pawl 10 stretches into earth's surface overlaps or is provided with angle between the normal of earth's surface;Fixed claw 10 stretches into the side of earth's surface
To when being provided with angle between the normal of earth's surface, the angle of angle is not less than 30 °.Fixed claw 10 is anchor pole, anchor pole
Including fixing end and free end;The fixing end entirety c-type of anchor pole (structural representation of anchor pole is referring to Fig. 4);It is overall C-shaped
The fixing end of anchor pole is held in the bottom of lower web structure sheaf 3 and is connected with lower web structure sheaf 3;The free end of anchor pole is stretched into
Treat in the anti-soil body;The length of anchor pole is not less than 30cm.In order to ensure fixed claw 10 is stretching into the firmness of the soil body to be protected, this
Utility model is provided with sheet metal in anchor pole peripheral part spiral;The width of sheet metal is not less than 2cm;Spiral is arranged on anchor pole periphery
The sheet metal in portion is integrally formed similar bolt structure, when in use, screwed in the soil body to be protected, it is ensured that bottom together with anchor pole
Network structure layer 3 can clench the soil body to be protected, and in combination with woven bag accumulation horizon 4, the netted structure sheaf 1 in top and connect
Connect hook 2 so that firmness provided by the utility model is higher, stability is stronger, has relatively strong native stone safeguard function.
Claims (10)
- A kind of 1. safeguard structure for avoiding soil erosion, it is characterised in that:The safeguard structure for avoiding soil erosion is including upper Portion's network structure layer (1), lower web structure sheaf (3), connecting hook (2) and woven bag accumulation horizon (4);The netted knot in top Structure layer (1), woven bag accumulation horizon (4) and lower web structure sheaf (3) are set gradually from top to bottom;The connecting hook (2) is passed through Wear woven bag accumulation horizon (4) and be connected respectively with the netted structure sheaf in top (1) and lower web structure sheaf (3);The top The netted structure sheaf hole (8) in top is provided with network structure layer (1);Lower wire is provided with the lower web structure sheaf (3) Shape structure sheaf hole (9);The aperture of the netted structure sheaf hole (8) in top is less than the aperture in lower web structure sheaf hole (9).
- 2. the safeguard structure according to claim 1 for avoiding soil erosion, it is characterised in that:The woven bag accumulation horizon (4) multiple woven bags are included;Multiple woven bag head and the tail splice;Nutrition Soil and herbaceous plant kind are filled with the woven bag Son.
- 3. the safeguard structure according to claim 2 for avoiding soil erosion, it is characterised in that:The netted structure sheaf in top (1) and lower web structure sheaf (3) includes horizontal bamboo cane (5) and longitudinal bamboo cane (6);The horizontal bamboo cane (5) and Longitudinal bamboo cane (6) transverse and longitudinal weaving is into the meshed network structure of tool;The horizontal bamboo cane (5) and longitudinal bamboo cane (6) Between intersection point be bamboo cane node (7);The bamboo cane node (7) of the netted structure sheaf in top (1) passes through connecting hook (2) and bottom The bamboo cane node (7) of network structure layer (3) is connected.
- 4. the safeguard structure according to claim 3 for avoiding soil erosion, it is characterised in that:The horizontal bamboo cane (5) with And the width of longitudinal bamboo cane (6) is not less than 1cm;The hole inner area of the netted structure sheaf hole (8) in top is 1cm2-16cm2。
- 5. the safeguard structure according to claim 4 for avoiding soil erosion, it is characterised in that:The connecting hook (2) includes Hook monomer;The hook monomer is split type or combined type;The bamboo cane node (7) of the netted structure sheaf in top (1) passes through hook list Body is connected with the bamboo cane node (7) of lower web structure sheaf (3).
- 6. the safeguard structure according to claim 5 for avoiding soil erosion, it is characterised in that:The hook monomer is split type When, the hook monomer is that structure is S-type or the metal hook of Z-type;The structure is S-type or the both ends of the metal hook of Z-type respectively with The bamboo cane node (7) of the netted structure sheaf in top (1) and the bamboo cane node (7) of lower web structure sheaf (3) are connected.
- 7. the safeguard structure according to claim 6 for avoiding soil erosion, it is characterised in that:The hook monomer is combined type When, the hook monomer is that the structure being arranged in pairs is S-type or metal hook of Z-type;The structure being arranged in pairs is S-type or Z-type Metal hook back-to-back or face-to-face set;The structure is S-type or the both ends of the metal hook of Z-type respectively with top network structure The bamboo cane node (7) of layer (1) and the bamboo cane node (7) of lower web structure sheaf (3) are connected.
- 8. according to the safeguard structure for avoiding soil erosion described in claim 1-7 any claims, it is characterised in that:It is described The safeguard structure of soil erosion is avoided also to include the fixed claw (10) for being arranged on lower web structure sheaf (3) bottom, the fixation The direction that pawl (10) stretches into earth's surface overlaps or is provided with angle between the normal of earth's surface;The fixed claw (10) is stretched into The direction of earth's surface and when being provided with angle between the normal of earth's surface, the angle of the angle is not less than 30 °.
- 9. the safeguard structure according to claim 8 for avoiding soil erosion, it is characterised in that:The fixed claw (10) is anchor Bar, the anchor pole include fixing end and free end;The fixing end entirety c-type of the anchor pole;The fixing end clamping of the anchor pole It is connected in lower web structure sheaf (3) bottom and with lower web structure sheaf (3);The free end of the anchor pole, which is stretched into, treats the anti-soil body In;The length of the anchor pole is not less than 30cm.
- 10. the safeguard structure according to claim 9 for avoiding soil erosion, it is characterised in that:The anchor pole peripheral part spiral shell Rotation is provided with sheet metal;The width of the sheet metal is not less than 2cm.
Priority Applications (1)
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CN201720780040.1U CN206928308U (en) | 2017-06-29 | 2017-06-29 | Avoid the safeguard structure of soil erosion |
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CN201720780040.1U CN206928308U (en) | 2017-06-29 | 2017-06-29 | Avoid the safeguard structure of soil erosion |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107165179A (en) * | 2017-06-29 | 2017-09-15 | 礼泉县御品种植养殖专业合作社 | Avoid the safeguard structure of soil erosion |
-
2017
- 2017-06-29 CN CN201720780040.1U patent/CN206928308U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107165179A (en) * | 2017-06-29 | 2017-09-15 | 礼泉县御品种植养殖专业合作社 | Avoid the safeguard structure of soil erosion |
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180126 Termination date: 20190629 |
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CF01 | Termination of patent right due to non-payment of annual fee |