CN218373653U - Dykes and dams soil erosion and water loss protection bank protection - Google Patents
Dykes and dams soil erosion and water loss protection bank protection Download PDFInfo
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- CN218373653U CN218373653U CN202222569138.6U CN202222569138U CN218373653U CN 218373653 U CN218373653 U CN 218373653U CN 202222569138 U CN202222569138 U CN 202222569138U CN 218373653 U CN218373653 U CN 218373653U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model relates to a bank protection technical field specifically is a dykes and dams water and soil erosion and water loss protection bank protection. Including burying a plurality of fender on dykes and dams are domatic underground, the top surface of fender extends to outside the dykes and dams, it has a plurality of planting holes and mounting hole to run through on the fender, and is a plurality of plant the hole and be the annular array and arrange, the mounting hole is located a plurality of planting between the hole, the downthehole fixed mounting that plants has the fender soil net, fixed mounting has the pipe in the mounting hole, the bottom of pipe extends to in the dykes and dams, the slip runs through there is the stock in the pipe, the rectangle cavity has been seted up on the stock. The beneficial effects of the utility model are that: through simple expanding mechanism, can make bank protection and dykes and dams firm the connection, the steadiness that effectual improvement bank protection was laid has avoided traditional mode of laying to lead to the problem of partial bank protection slippage, effectively improves the effect that protects the bank protection and to the waterproof soil flow failure of dykes and dams, has brought very big facility for the maintenance work of dykes and dams bank protection.
Description
Technical Field
The utility model relates to a bank protection technical field specifically is a dykes and dams water and soil erosion and water loss protection bank protection.
Background
Slope protection refers to a general name of various paving and planting on a slope surface for preventing a side slope from being washed, is widely applied to the side slope of a river bank and a dam, can well protect the side slope of the river bank and the dam, avoids water and soil loss, particularly various water conservancy dams, the protective slope becomes an important component of the protective slope, the dam can be effectively protected, the existing dam protection slope for preventing soil erosion is generally divided into fired tiles or poured reinforced concrete slabs, slope protection plants can be planted in a matching manner, and long-term protection for preventing soil erosion can be provided for the dam.
However, current dykes and dams soil erosion and water loss protection bank protection generally adopts simple heap mode to lay, and stability is relatively poor, leads to part to protect the bank protection slippage easily, and the serious influence needs often to maintain the protection effect to dykes and dams, has brought a lot of troubles for the soil erosion and water loss protection of dykes and dams.
SUMMERY OF THE UTILITY MODEL
To above problem, the utility model aims to: the utility model provides a dykes and dams soil erosion and water loss protects bank protection solves current dykes and dams soil erosion and water loss and protects the bank protection and generally adopts simple heap mode to lay, and stability is relatively poor, leads to part to protect the bank protection slippage easily, and the serious influence needs often to be maintained to the protection effect of dykes and dams, has brought a lot of troublesome problems for the soil erosion and water loss protection of dykes and dams.
In order to realize the purpose, the utility model adopts the technical scheme that: a dam protection slope for preventing soil erosion and water loss comprises a plurality of slope protection plates buried on the slope surface of a dam underground, wherein the top surfaces of the slope protection plates extend out of the dam, a plurality of planting holes and mounting holes are formed in the slope protection plates in a penetrating manner, the planting holes are arranged in an annular array manner, the mounting holes are formed among the planting holes, retaining nets are fixedly mounted in the planting holes, circular pipes are fixedly mounted in the mounting holes, the bottom end of each circular pipe extends into the dam, anchor rods are arranged in the circular pipes in a sliding manner in a penetrating manner, rectangular cavities are formed in the anchor rods, two sliding plates are mounted in the rectangular cavities in a sliding manner, two first through holes are formed in the top and the bottom inner walls of each rectangular cavity, and inserting rods are arranged in the first through holes in a sliding manner, the one end welding of inserted bar is on the slide that corresponds, the rectangle cavity has seted up first recess on being close to one side inner wall of fender, slidable mounting has the ejector pin in the first recess, the bottom of ejector pin extends to in the rectangle cavity, the equal sliding connection of ejector pin and two slides that correspond, the lead screw is installed to the top screw thread of ejector pin, the top of fender is rotated and is installed the piece that breaks unrestrained, the second recess has been seted up to the bottom of the piece that breaks unrestrained, fixed mounting has the internal thread sleeve in the second recess, the top fixed mounting of stock has the external screw thread sleeve, external screw thread sleeve screw thread is installed in the internal thread sleeve, the top of lead screw extends to in the second recess.
The utility model has the advantages that: through setting up like this to can effectual improvement bank protection lay the steadiness, and then avoided traditional laying mode to lead to the problem of partial bank protection slippage, and then effectively improve and protect the bank protection and to dykes and dams's waterproof soil flow failure effect, protect work for the dimension of dykes and dams bank protection and brought very big facility.
In order to improve the laying precision of the slope protection plate:
as a further improvement of the technical scheme: the slope protection plate further comprises a clamping cylinder with an open bottom, the clamping cylinder is embedded in the slope protection plate, a through groove is formed in the bottom of the slope protection plate and communicated with the clamping cylinder, a clamping block is slidably mounted in the clamping cylinder, a clamping plate is fixedly mounted at the bottom of the clamping block and penetrates through the through groove in a sliding mode, and the bottom of the clamping plate is embedded in the corresponding slope protection plate.
The beneficial effect of this improvement does: through setting up like this to be convenient for the high-speed joint of slope protection board can effectively improve the steadiness of whole bank protection, can effectively improve the precision that the bank protection was laid simultaneously.
In order to prevent the screw rod from moving:
as a further improvement of the above technical solution: the second through-hole has been seted up on the top of stock, second through-hole and first recess intercommunication, the lead screw rotates and runs through the second through-hole, the top welding of lead screw has the handle, fixed cover is equipped with two bearings on the lead screw, the outer lane of bearing and the inner wall fixed connection of second through-hole.
The beneficial effect of this improvement does: through setting up second through-hole and bearing to can effectively spacing to the lead screw, do not influence its rotation simultaneously, can effectively avoid the lead screw to remove.
To facilitate the push rod to push the two sliding plates open:
as a further improvement of the above technical solution: the sliding plate is provided with a first inclined plane, the bottom end of the ejector rod is provided with two second inclined planes, and the second inclined planes are in sliding connection with the corresponding first inclined planes.
The beneficial effect of this improvement does: through setting up first inclined plane and second inclined plane to the ejector pin is convenient for push away two slide.
In order to facilitate the screw rod to drive the ejector rod to move:
as a further improvement of the technical scheme: the top end of the ejector rod is provided with a threaded groove, and the screw threads of the screw rod are arranged in the threaded groove.
The beneficial effect of this improvement does: through the arrangement of the thread groove, the threaded connection between the screw rod and the ejector rod can be realized, and the screw rod can drive the ejector rod to move conveniently.
In order to facilitate the fixed connection of the two slope protection plates:
as a further improvement of the above technical solution: the clamping cylinder, the clamping plate and the clamping blocks are all made of metal, and the clamping blocks are of cylindrical structures.
The beneficial effect of this improvement does: through setting up fixture block, cardboard and a card section of thick bamboo to can effectively realize the fixed connection to two slope guards.
Drawings
FIG. 1 is a schematic sectional view of the front view of the present invention;
FIG. 2 is a schematic perspective view of a middle slope protection plate according to the present invention;
FIG. 3 is an enlarged schematic view of a portion A of FIG. 1 according to the present invention;
FIG. 4 is an enlarged schematic view of a portion B of FIG. 1 according to the present invention;
fig. 5 is an enlarged schematic structural view of a portion C in fig. 1 according to the present invention.
In the figure: 1. a dam; 2. a slope protection plate; 3. planting holes; 4. mounting holes; 5. a soil blocking net; 6. a circular tube; 7. an anchor rod; 8. a rectangular chamber; 9. a slide plate; 10. inserting a rod; 11. a first through hole; 12. a first groove; 13. a top rod; 14. a screw rod; 15. wave breaking blocks; 16. a second groove; 17. an internally threaded sleeve; 18. an externally threaded sleeve; 19. clamping the cylinder; 20. a through groove; 21. a clamping block; 22. provided is a clamping plate.
Detailed Description
In order to make the technical solution of the present invention better understood, the present invention is described in detail below with reference to the accompanying drawings, and the description of the present invention is only exemplary and explanatory, and should not be construed as limiting the scope of the present invention.
Example 1:
as shown in fig. 1-4, a dam protection slope against loss of waterproof soil comprises a plurality of slope protection plates 2 buried underground on the slope surface of a dam 1, the top surface of the slope protection plates 2 extends to the outside of the dam 1, a plurality of planting holes 3 and mounting holes 4 are arranged on the slope protection plates 2 in a penetrating manner, the planting holes 3 are arranged in an annular array manner, the mounting holes 4 are positioned between the planting holes 3, retaining nets 5 are fixedly mounted in the planting holes 3, round pipes 6 are fixedly mounted in the mounting holes 4, the bottom ends of the round pipes 6 extend into the dam 1, anchor rods 7 are slidably penetrated in the round pipes 6, rectangular cavities 8 are arranged on the anchor rods 7, two sliding plates 9 are slidably mounted in the rectangular cavities 8, two first through holes 11 are respectively arranged on the top and the bottom inner walls of the rectangular cavities 8, and inserting rods 10 are slidably penetrated in the first through holes 11, the one end welding of inserted bar 10 is on the slide 9 that corresponds, rectangular cavity 8 has seted up first recess 12 on being close to one side inner wall of fender 2, slidable mounting has ejector pin 13 in first recess 12, the bottom of ejector pin 13 extends to in the rectangular cavity 8, ejector pin 13 and two equal sliding connection of slide 9 that correspond, lead screw 14 is installed to the top screw thread of ejector pin 13, the top of fender 2 is rotated and is installed unrestrained piece 15, second recess 16 has been seted up to the bottom of unrestrained piece 15, fixed mounting has internal thread sleeve 17 in the second recess 16, the top fixed mounting of stock 7 has external screw thread sleeve 18, external screw thread sleeve 18 screw thread is installed in internal thread sleeve 17, the top of lead screw 14 extends to in the second recess 16.
Example 2:
as shown in fig. 1 and fig. 5, as a further optimization of the above embodiment, a protective slope for protecting a dam against loss of water and soil, includes a plurality of slope protection plates 2 buried on the slope surface of the dam 1, the top surface of the slope protection plates 2 extends to the outside of the dam 1, a plurality of planting holes 3 and mounting holes 4 are formed through the slope protection plates 2, the planting holes 3 are arranged in an annular array, the mounting holes 4 are located between the planting holes 3, a soil blocking net 5 is fixedly mounted in the planting holes 3, a circular tube 6 is fixedly mounted in the mounting holes 4, the bottom end of the circular tube 6 extends into the dam 1, anchor rods 7 are slidably inserted in the circular tube 6, rectangular cavities 8 are formed in the anchor rods 7, two sliding plates 9 are slidably mounted in the rectangular cavities 8, two first through holes 11 are formed in the top and the bottom inner walls of the rectangular cavities 8, sliding through has inserted bar 10 in the first through-hole 11, the one end welding of inserted bar 10 is on the slide 9 that corresponds, rectangle cavity 8 has been close to and has been seted up first recess 12 on one side inner wall of armor 2, slidable mounting has ejector pin 13 in the first recess 12, the bottom of ejector pin 13 extends to in the rectangle cavity 8, ejector pin 13 and two equal sliding connection of slide 9 that correspond, lead screw 14 is installed to the top screw thread of ejector pin 13, the top of armor 2 is rotated and is installed broken unrestrained piece 15, second recess 16 has been seted up to the bottom of broken unrestrained piece 15, fixed mounting has internal thread sleeve 17 in the second recess 16, the top fixed mounting of stock 7 has external screw thread sleeve 18, external screw thread sleeve 18 screw thread is installed in internal thread sleeve 17, the top of lead screw 14 extends to in the second recess 16. The slope protection plate 2 further comprises a clamping cylinder 19 with an opening at the bottom, the clamping cylinder 19 is embedded in the slope protection plate 2, a through groove 20 is formed in the bottom of the slope protection plate 2, the through groove 20 is communicated with the clamping cylinder 19, a clamping block 21 is slidably mounted in the clamping cylinder 19, a clamping plate 22 is fixedly mounted at the bottom of the clamping block 21, the clamping plate 22 slidably penetrates through the through groove 20, and the bottom of the clamping plate 22 is embedded in the corresponding slope protection plate 2.
Example 3:
as shown in fig. 3-4, as a further optimization of the above embodiment, a protective slope for protecting a dam against loss of water and soil is provided, which comprises a plurality of slope protection plates 2 buried on the slope surface of the dam 1, wherein the top surface of the slope protection plates 2 extends to the outside of the dam 1, a plurality of planting holes 3 and mounting holes 4 are formed through the slope protection plates 2, the planting holes 3 are arranged in an annular array, the mounting holes 4 are located between the planting holes 3, a soil blocking net 5 is fixedly mounted in the planting holes 3, a circular tube 6 is fixedly mounted in the mounting holes 4, the bottom end of the circular tube 6 extends into the dam 1, anchor rods 7 are slidably inserted in the circular tube 6, rectangular cavities 8 are formed in the anchor rods 7, two sliding plates 9 are slidably mounted in the rectangular cavities 8, two first through holes 11 are formed in the top and the bottom inner walls of the rectangular cavities 8, sliding through has inserted bar 10 in the first through-hole 11, the one end welding of inserted bar 10 is on the slide 9 that corresponds, rectangle cavity 8 has been close to and has been seted up first recess 12 on one side inner wall of armor 2, slidable mounting has ejector pin 13 in the first recess 12, the bottom of ejector pin 13 extends to in the rectangle cavity 8, ejector pin 13 and two equal sliding connection of slide 9 that correspond, lead screw 14 is installed to the top screw thread of ejector pin 13, the top of armor 2 is rotated and is installed broken unrestrained piece 15, second recess 16 has been seted up to the bottom of broken unrestrained piece 15, fixed mounting has internal thread sleeve 17 in the second recess 16, the top fixed mounting of stock 7 has external screw thread sleeve 18, external screw thread sleeve 18 screw thread is installed in internal thread sleeve 17, the top of lead screw 14 extends to in the second recess 16. The second through-hole has been seted up on the top of stock 7, second through-hole and first recess 12 intercommunication, lead screw 14 rotates and runs through the second through-hole, the top welding of lead screw 14 has the handle, fixed cover is equipped with two bearings on the lead screw 14, the outer lane of bearing and the inner wall fixed connection of second through-hole.
Example 4:
as shown in fig. 3, as a further optimization of the above embodiment, a protection slope for protecting a dam against soil erosion comprises a plurality of slope protection plates 2 buried on the slope surface of the dam 1, the top surface of the slope protection plates 2 extends to the outside of the dam 1, a plurality of planting holes 3 and mounting holes 4 are formed through the slope protection plates 2, the planting holes 3 are arranged in an annular array, the mounting holes 4 are located between the planting holes 3, a soil blocking net 5 is fixedly mounted in the planting holes 3, a circular tube 6 is fixedly mounted in the mounting holes 4, the bottom end of the circular tube 6 extends into the dam 1, anchor rods 7 are slidably inserted in the circular tube 6, a rectangular cavity 8 is formed in the anchor rods 7, two sliding plates 9 are slidably mounted in the rectangular cavity 8, two first through holes 11 are formed in the top and the bottom inner wall of the rectangular cavity 8, sliding through has inserted bar 10 in the first through-hole 11, the one end welding of inserted bar 10 is on the slide 9 that corresponds, rectangle cavity 8 has been close to and has been seted up first recess 12 on one side inner wall of armor 2, slidable mounting has ejector pin 13 in the first recess 12, the bottom of ejector pin 13 extends to in the rectangle cavity 8, ejector pin 13 and two equal sliding connection of slide 9 that correspond, lead screw 14 is installed to the top screw thread of ejector pin 13, the top of armor 2 is rotated and is installed broken unrestrained piece 15, second recess 16 has been seted up to the bottom of broken unrestrained piece 15, fixed mounting has internal thread sleeve 17 in the second recess 16, the top fixed mounting of stock 7 has external screw thread sleeve 18, external screw thread sleeve 18 screw thread is installed in internal thread sleeve 17, the top of lead screw 14 extends to in the second recess 16. The sliding plate 9 is provided with a first inclined plane, the bottom end of the ejector rod 13 is provided with two second inclined planes, and the second inclined planes are in sliding connection with the corresponding first inclined planes.
Example 5:
as shown in fig. 3, as a further optimization of the above embodiment, a protection slope for protecting a dam against soil erosion comprises a plurality of slope protection plates 2 buried on the slope surface of the dam 1, the top surface of the slope protection plates 2 extends to the outside of the dam 1, a plurality of planting holes 3 and mounting holes 4 are formed through the slope protection plates 2, the planting holes 3 are arranged in an annular array, the mounting holes 4 are located between the planting holes 3, a soil blocking net 5 is fixedly mounted in the planting holes 3, a circular tube 6 is fixedly mounted in the mounting holes 4, the bottom end of the circular tube 6 extends into the dam 1, anchor rods 7 are slidably inserted in the circular tube 6, a rectangular cavity 8 is formed in the anchor rods 7, two sliding plates 9 are slidably mounted in the rectangular cavity 8, two first through holes 11 are formed in the top and the bottom inner wall of the rectangular cavity 8, sliding through has inserted bar 10 in the first through-hole 11, the one end welding of inserted bar 10 is on the slide 9 that corresponds, rectangle cavity 8 has been close to and has been seted up first recess 12 on one side inner wall of armor 2, slidable mounting has ejector pin 13 in the first recess 12, the bottom of ejector pin 13 extends to in the rectangle cavity 8, ejector pin 13 and two equal sliding connection of slide 9 that correspond, lead screw 14 is installed to the top screw thread of ejector pin 13, the top of armor 2 is rotated and is installed broken unrestrained piece 15, second recess 16 has been seted up to the bottom of broken unrestrained piece 15, fixed mounting has internal thread sleeve 17 in the second recess 16, the top fixed mounting of stock 7 has external screw thread sleeve 18, external screw thread sleeve 18 screw thread is installed in internal thread sleeve 17, the top of lead screw 14 extends to in the second recess 16. The top end of the ejector rod 13 is provided with a threaded groove, and the screw rod 14 is installed in the threaded groove in a threaded mode.
Example 6:
as shown in fig. 5, as a further optimization of the above embodiment, a protection slope for preventing water and soil loss of dam comprises a plurality of slope protection plates 2 buried on the slope surface of the dam 1, the top surface of the slope protection plates 2 extends to the outside of the dam 1, a plurality of planting holes 3 and mounting holes 4 are formed through the slope protection plates 2, the planting holes 3 are arranged in an annular array, the mounting holes 4 are located between the planting holes 3, a soil blocking net 5 is fixedly mounted in the planting holes 3, a circular tube 6 is fixedly mounted in the mounting holes 4, the bottom end of the circular tube 6 extends into the dam 1, anchor rods 7 are slidably inserted in the circular tube 6, rectangular cavities 8 are formed in the anchor rods 7, two sliding plates 9 are slidably mounted in the rectangular cavities 8, two first through holes 11 are formed in the top and the inner wall of the bottom of the rectangular cavities 8, sliding through has inserted bar 10 in the first through-hole 11, the one end welding of inserted bar 10 is on the slide 9 that corresponds, rectangle cavity 8 has been close to and has been seted up first recess 12 on one side inner wall of armor 2, slidable mounting has ejector pin 13 in the first recess 12, the bottom of ejector pin 13 extends to in the rectangle cavity 8, ejector pin 13 and two equal sliding connection of slide 9 that correspond, lead screw 14 is installed to the top screw thread of ejector pin 13, the top of armor 2 is rotated and is installed broken unrestrained piece 15, second recess 16 has been seted up to the bottom of broken unrestrained piece 15, fixed mounting has internal thread sleeve 17 in the second recess 16, the top fixed mounting of stock 7 has external screw thread sleeve 18, external screw thread sleeve 18 screw thread is installed in internal thread sleeve 17, the top of lead screw 14 extends to in the second recess 16. The slope protection plate 2 further comprises a clamping cylinder 19 with an opening at the bottom, the clamping cylinder 19 is embedded in the slope protection plate 2, a through groove 20 is formed in the bottom of the slope protection plate 2, the through groove 20 is communicated with the clamping cylinder 19, a clamping block 21 is slidably mounted in the clamping cylinder 19, a clamping plate 22 is fixedly mounted at the bottom of the clamping block 21, the clamping plate 22 slidably penetrates through the through groove 20, and the bottom of the clamping plate 22 is embedded in the corresponding slope protection plate 2. Card section of thick bamboo 19, cardboard 22 and fixture block 21 are the metal, fixture block 21 is cylindrical structure.
The utility model discloses a theory of operation does: during the use, bury slope protection plate 2 in the domatic of dyke 1 earlier, pipe 6 is inserted in dyke 1 this moment, insert anchor rod 7 in pipe 6 afterwards, insert dyke 1 until anchor rod 7, then rotate the handle, handle drive lead screw 14 rotates, make ejector rod 13 be driven to slide and stretch out outside first recess 12, ejector rod 13 gets into in the rectangle cavity 8 and inserts between two slide 9, make two slide 9 be promoted to slide and keep away from each other in the rectangle cavity 8, make inserted bar 10 be driven to slide and stretch out outside first through-hole 11 and insert in dyke 1, make anchor rod 7 anchor on dyke 1, it revolves the unrestrained piece 15 on outer thread sleeve 18 through internal thread sleeve 17 afterwards to break, through setting up like this, thereby can effectually improve the laying steadiness of bank protection, and then avoided traditional mode of laying to lead to the problem that partial slippage, and then effectively improve the effect of protecting the soil erosion-proof flow failure of bank protection to the bank protection, the maintenance work of dyke has brought very big facility for the dyke, bury other slope protection plates 2 in the above-mentioned method, it buries the slope protection plate 2 that another slip inserts the bank protection plate 2 and to be good, the corresponding card board of the effective card board of the slope protection 2 of connecting of the corresponding fast of the corresponding improvement simultaneously, thereby make the effective card board of the slope protection card board of the effective card board of the corresponding improvement of the slope protection that the corresponding card board that the slope protection 2 that the slope protection card board that can be convenient to set up.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present invention have been explained herein using specific examples, which are presented only to assist in understanding the methods and their core concepts. The foregoing is only a preferred embodiment of the present invention, and it should be noted that there are practically unlimited specific structures due to the limited character expressions, and it will be apparent to those skilled in the art that a plurality of modifications, decorations or changes can be made without departing from the principle of the present invention, and the technical features described above can also be combined in a suitable manner; the application of these modifications, variations or combinations, or the application of the concepts and solutions of the present invention in other contexts without modification, is not intended to be considered as a limitation of the present invention.
Claims (6)
1. The utility model provides a dykes and dams loss of water and soil protects bank protection, includes a plurality of slope protection boards (2) of burying underground on dykes and dams (1) are domatic, its characterized in that: the top surface of the slope protection plate (2) extends to the outside of the dam (1), a plurality of planting holes (3) and mounting holes (4) are arranged on the slope protection plate (2) in an annular array mode, the mounting holes (4) are located between the planting holes (3), a soil blocking net (5) is fixedly mounted in the planting holes (3), a round pipe (6) is fixedly mounted in the mounting holes (4), the bottom end of the round pipe (6) extends to the inside of the dam (1), an anchor rod (7) penetrates through the round pipe (6) in a sliding mode, a rectangular cavity (8) is formed in the anchor rod (7), two sliding plates (9) are mounted in the rectangular cavity (8) in a sliding mode, two first through holes (11) are formed in the top of the rectangular cavity (8) and the inner wall of the bottom of the rectangular cavity (8), an insertion rod (10) penetrates through the first through holes (11) in a sliding mode, the insertion rod (10) is welded on the sliding plate (9) corresponding to one end of the insertion rod (10), one side of the slide plate (8) is close to the inner wall of the first through hole (13), and a first ejector rod (13) is connected with a groove (13), lead screw (14) are installed to the top screw thread of ejector pin (13), the top of fender (2) is rotated and is installed broken unrestrained piece (15), second recess (16) have been seted up to the bottom of broken unrestrained piece (15), second recess (16) internal fixation is equipped with internal thread sleeve (17), the top fixed mounting of stock (7) has external screw thread sleeve (18), external screw thread sleeve (18) screw thread is installed in internal thread sleeve (17), the top of lead screw (14) extends to in second recess (16).
2. A dam protection slope against soil erosion and water loss according to claim 1, wherein: the slope protection plate (2) further comprises a clamping cylinder (19) with the bottom being open, the clamping cylinder (19) is buried in the slope protection plate (2) in an embedded mode, a through groove (20) is formed in the bottom of the slope protection plate (2), the through groove (20) is communicated with the clamping cylinder (19), a clamping block (21) is installed in the clamping cylinder (19) in a sliding mode, a clamping plate (22) is fixedly installed at the bottom of the clamping block (21), the clamping plate (22) penetrates through the through groove (20) in a sliding mode, and the bottom of the clamping plate (22) is buried in the corresponding slope protection plate (2) in an embedded mode.
3. A dam protection slope against soil erosion and water loss according to claim 1, wherein: the second through-hole has been seted up on the top of stock (7), second through-hole and first recess (12) intercommunication, lead screw (14) are rotated and are run through the second through-hole, the top welding of lead screw (14) has the handle, fixed cover is equipped with two bearings on lead screw (14), the outer lane of bearing and the inner wall fixed connection of second through-hole.
4. A dam protection slope against soil erosion and water loss according to claim 1, wherein: the sliding plate (9) is provided with a first inclined plane, the bottom end of the ejector rod (13) is provided with two second inclined planes, and the second inclined planes are in sliding connection with the corresponding first inclined planes.
5. A dam protection slope against soil erosion and water loss according to claim 1, wherein: the top end of the ejector rod (13) is provided with a threaded groove, and the screw rod (14) is installed in the threaded groove in a threaded mode.
6. A dam protection slope against loss of water and soil according to claim 2, wherein: the clamping cylinder (19), the clamping plate (22) and the clamping block (21) are all made of metal, and the clamping block (21) is of a cylindrical structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222569138.6U CN218373653U (en) | 2022-09-28 | 2022-09-28 | Dykes and dams soil erosion and water loss protection bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222569138.6U CN218373653U (en) | 2022-09-28 | 2022-09-28 | Dykes and dams soil erosion and water loss protection bank protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218373653U true CN218373653U (en) | 2023-01-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222569138.6U Active CN218373653U (en) | 2022-09-28 | 2022-09-28 | Dykes and dams soil erosion and water loss protection bank protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218373653U (en) |
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- 2022-09-28 CN CN202222569138.6U patent/CN218373653U/en active Active
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