CN220202573U - Slope reinforcement device - Google Patents

Slope reinforcement device Download PDF

Info

Publication number
CN220202573U
CN220202573U CN202321392465.7U CN202321392465U CN220202573U CN 220202573 U CN220202573 U CN 220202573U CN 202321392465 U CN202321392465 U CN 202321392465U CN 220202573 U CN220202573 U CN 220202573U
Authority
CN
China
Prior art keywords
fixed box
pawl
slope
reinforcement device
slope reinforcement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202321392465.7U
Other languages
Chinese (zh)
Inventor
张发红
柳红全
唐先蓉
张晖
孟婷
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xinjiang Chengye Construction Group Co ltd
Original Assignee
Xinjiang Chengye Construction Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Xinjiang Chengye Construction Group Co ltd filed Critical Xinjiang Chengye Construction Group Co ltd
Priority to CN202321392465.7U priority Critical patent/CN220202573U/en
Application granted granted Critical
Publication of CN220202573U publication Critical patent/CN220202573U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The utility model discloses a slope reinforcement device, which relates to the technical field of slope reinforcement devices and comprises a fixed box, an inserting unit for increasing anchoring depth and an executing unit for detecting soil loss; a threaded pointed column is arranged at one side of the lower end of the fixed box, and an inserting column is connected to the other side of the fixed box in a sliding manner; the inserting unit comprises spiral poking plates which are equidistantly arranged on the inserting posts and used for carrying the inserting posts to slide downwards, one side of the upper end of the inner part of the fixed box is rotationally connected with an upper swivel, poking posts which are used for being matched with the poking plates are equidistantly arranged on the outer wall of the upper swivel, and ratchet teeth which are used for being matched with the executing unit are equidistantly arranged on the inner wall of the lower end of the upper swivel; according to the utility model, the pore plate is pulled to rotate the lower rotary drum by the amount of mud content in mud water flowing through the ditch slope surface during raining, the inserted column is moved downwards after transmission, the depth of the inserted column inserted into the ditch slope surface is deeper, the anchoring depth during raining is enhanced, the reinforcing effect is improved, the installation is simple, and the construction efficiency is higher.

Description

Slope reinforcement device
Technical Field
The utility model relates to the technical field of slope reinforcement devices, in particular to a slope reinforcement device.
Background
The slope surface of the canal is reinforced, so that the safety can be improved, the reinforced canal slope surface is more stable, and farmers or workers can be prevented from slipping down; flood invasion can be prevented, and if the slope surface of the ditch is not reinforced or is not firm enough, water flow is flooded due to collapse, loosening and other reasons, so that flood invasion is caused; the maintenance cost can be reduced, and the reinforced ditch slope can better bear the impact and corrosion of water, so that the service life of the ditch is prolonged, and the maintenance and replacement cost is reduced; the water channel slope surface after reinforcement can protect the environment, reduces the impact and erosion of water, effectively prevents substances such as sand, stones, sediment and the like from entering the water, and achieves the effect of protecting the environment.
The utility model discloses a domatic reinforcing apparatus and side slope of patent publication number CN217870287U among the prior art, mainly passes prefabricated roof beam that prepares in advance through the anchor reinforcing bar, and rethread concrete installs on domatic, realizes the reinforcement to domatic, and whole process is comparatively loaded down with trivial details, and when consolidating long distance ditch, efficiency is lower.
Through the comparison document and the prior art, in the field, to the slope reinforcement device, when consolidating, mostly through using prefabricated template etc. to pour concrete and consolidate the slope, whole process is comparatively loaded down with trivial details, and during operation inefficiency.
Disclosure of Invention
The utility model aims to solve the problems and provide a slope reinforcement device.
The utility model realizes the above purpose through the following technical scheme:
a slope reinforcement device comprises a fixed box, an insertion unit for increasing the anchoring depth and an execution unit for detecting soil loss;
fixing box: a threaded pointed column is arranged at one side of the lower end, and an inserting column is connected to the other side of the fixed box in a sliding manner; after the canal is preliminarily formed, a reinforcing net is installed on the slope of the canal, and when the reinforcing net is installed, the lower end of the fixing box can be inserted into the slope of the canal to position the reinforcing net.
An insertion unit: the automatic lifting device comprises spiral shifting plates which are equidistantly arranged on an inserted column and used for carrying the inserted column to slide downwards, wherein the spiral shifting plates are arranged on one side, close to a threaded pointed column, of the inserted column, an upper rotating ring is rotationally connected to one side of the inner upper end of a fixed box, shifting columns used for being matched with the shifting plates are equidistantly arranged on the outer wall of the upper rotating ring, when the upper rotating ring rotates anticlockwise from the upper side, the circumferential shifting columns of the upper rotating ring continuously contact with the spiral shifting plates, in the rotating process, the shifting plates are utilized to carry the inserted column to move downwards from the low point to the high point of the shifting plates, and ratchet teeth used for being matched with an executing unit are equidistantly arranged on the inner wall of the lower end of the upper rotating ring; when muddy water and the like flow in along the slope of the canal, the pawl and the ratchet can be matched to carry the upper swivel to rotate unidirectionally.
An execution unit: contain to rotate and connect lower rotary drum of fixed incasement portion lower extreme one side, be equipped with on the rotary drum and be used for stirring its pivoted orifice plate down, orifice plate and reinforcing net border, the upper end equidistance of rotary drum is equipped with unidirectional rotating subassembly down. When raining, muddy water and the like on the external land flow in through the slope of the ditch, namely when flowing into the ditch through the reinforcing net, the muddy water contains different amounts of mud during flowing, so the weight is different, the force applied to the reinforcing net continuously changes, when the mud content in the muddy water is large, the reinforcing net sags, the pore plate is pulled to enable the lower rotary drum to rotate, and the lower rotary drum can rotate through the pawl.
Further, the insertion unit further comprises a passing cylinder arranged on the other side of the lower end of the fixed box, a soft plate is arranged at the circumference of the lower end of the passing cylinder at equal intervals, and the inner side of the soft plate is protruding. When the inserted column moves downwards in the passing cylinder, the protrusion on the inner side of the soft board is forced to deform by the outward expansion.
Further, the unidirectional rotation assembly comprises a pawl retracting groove, a pawl shaft is arranged in the pawl retracting groove, and a pawl for unidirectional rotation of the ratchet is movably connected to the pawl shaft. When the mud content in the muddy water is small, the lower rotary drum is reset, and the pawl is locked into the pawl retracting groove.
Further, the unidirectional rotation assembly further comprises a first torsion piece sleeved on the claw shaft, one end of the first torsion piece is connected in the claw shrinking groove, and the other end of the first torsion piece is connected to the pawl. Under the action of the first torsion piece, the pawl can extend out of the pawl retracting groove in a natural state.
Further, the execution unit further comprises a second torsion member arranged at the lower end of the lower rotary drum, one end of the second torsion member is connected to the lower rotary drum, and the other end of the second torsion member is connected to the inside of the fixed box. When the mud water flowing through the slope surface has small mud content, the pore plate can be reset under the action of the second torsion piece.
Further, the plunger is located in the through cylinder. When the soil conditioner is installed, after the through barrel is inserted into the slope of the ditch, the inserting column is inserted, and the soil is harder in internal texture during construction on sunny days, so that the insertion is inconvenient when deeper, and in rainy days, rainwater seeps into the soil, water and soil are lost, and the soil is softer and easier to insert.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, the pore plate is pulled to rotate by the amount of mud content in mud water flowing through the ditch slope surface during raining, the pawl drives the upper swivel to rotate, so that the circumferential shifting columns are continuously contacted and apply force to the spiral shifting plates, the inserting columns can be driven to move downwards, the depth of the inserting columns inserted into the ditch slope surface is deeper, the anchoring depth during raining is enhanced, and the reinforcing effect is improved.
2. According to the utility model, after the canal is preliminarily formed, the reinforcing net is arranged on the slope of the canal, the lower end of the fixing box is inserted into the slope of the canal, the upper end of the inserted column is beaten again after the fixing box is inserted, the reinforcing net is bound on the corresponding pore plate, the installation is simple, and the slope reinforcing efficiency is higher.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions of the prior art, the drawings that are necessary for the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model and that other drawings can be obtained according to these drawings without inventive faculty for a person skilled in the art.
FIG. 1 is a schematic view of the overall structure of a slope reinforcement device according to the present utility model;
FIG. 2 is a schematic view of the mated structure of the fixed box portion of the slope reinforcement device of the present utility model;
FIG. 3 is a schematic view of the internal fit of a stationary box of a slope reinforcement device according to the present utility model;
FIG. 4 is a schematic view of the explosion inside the fixed box of the slope reinforcement device according to the present utility model;
FIG. 5 is a schematic view of the upper swivel part of a slope reinforcement device of the present utility model in a mated configuration;
FIG. 6 is a schematic view of the engagement of the lower drum portion of a slope reinforcement device according to the present utility model;
FIG. 7 is a schematic view of the post portion of a slope reinforcement device according to the present utility model;
FIG. 8 is a schematic view of the structure of the upper side of the inside of the fixed box of the slope reinforcement device of the present utility model;
FIG. 9 is a schematic view of the underside of the interior of the stationary box of the slope reinforcement device of the present utility model;
FIG. 10 is a schematic view of the structure of the slope reinforcement device according to the present utility model in which the insert posts are engaged with the flexible board;
FIG. 11 is a schematic view of the upper swivel and post assembly of a slope reinforcement device of the present utility model;
fig. 12 is a schematic structural view of the slope reinforcement device according to the present utility model when muddy water washes the reinforcement net.
The reference numerals are explained as follows:
1. a fixed box; 2. a threaded spike; 3. inserting a column; 4. a poking plate; 5. an upper swivel; 6. a poking column; 7. a ratchet; 8. a lower drum; 9. a claw shrinking groove; 10. a pawl; 11. a first torsion member; 12. an orifice plate; 13. a second torsion member; 14. passing through a cylinder; 15. a flexible board; 16. reinforcing the net; 17. and a claw shaft.
Detailed Description
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", etc. may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.
The utility model is further described below with reference to the accompanying drawings:
examples
As shown in fig. 1 to 12, a slope reinforcement device includes a stationary box 1, an insertion unit for increasing an anchoring depth, and an execution unit for detecting soil loss;
fixed box 1: a threaded pointed column 2 is arranged at one side of the lower end, and an inserting column 3 is connected with the other side of the fixed box 1 in a sliding manner; as shown in fig. 1, 2 and 3, after the preliminary molding of the canal, the reinforcing net 16 is installed on the slope of the canal, and when the reinforcing net 16 is installed, the lower end of the fixing box 1 can be inserted into the slope of the canal, and after the insertion, the screw thread spike 2 can fix the position of the fixing box 1.
An insertion unit: the spiral shifting plate 4 is arranged on the inserting column 3 at equal intervals and used for carrying the inserting column 3 to slide downwards, as shown in fig. 2 and 7, the spiral shifting plate 4 is arranged on one side of the inserting column 3, which is close to the threaded pointed column 2, one side of the inner upper end of the fixed box 1 is rotationally connected with an upper rotating ring 5, the outer wall of the upper rotating ring 5 is equidistantly provided with a shifting column 6 used for matching the shifting plate 4, as shown in fig. 3, 8 and 11, when the upper rotating ring 5 rotates anticlockwise as viewed from the upper side, the circumferential shifting column 6 continuously contacts with the spiral shifting plate 4, and in the rotating process, the shifting plate 4 moves downwards from the low point to the high point of the shifting plate 4, so that the depth of the inserting column 3 inserted into a ditch slope is deeper, the anchoring depth is enhanced, the reinforcing effect is improved, and the inner wall of the lower end of the upper rotating ring 5 is equidistantly provided with a ratchet 7 used for matching an executing unit; as shown in fig. 8 and 11, when muddy water or the like flows in along the slope of the canal, the pawl 10 and the ratchet 7 can be matched to carry the upper swivel 5 to rotate unidirectionally, so that a foundation is provided for improving the insertion depth of the inserted column 3.
An execution unit: the rotary drum comprises a lower rotary drum 8 which is rotationally connected to one side of the lower end of the inner part of the fixed box 1, a pore plate 12 used for stirring the rotary drum is arranged on the lower rotary drum 8, the pore plate 12 is bound with a reinforcing net 16, and a unidirectional rotating assembly is arranged at the upper end of the lower rotary drum 8 at equal intervals. As shown in fig. 1, 6, 8, 9 and 12, when the external land is rained, mud water and the like flow into the ditch through the slope of the ditch, namely, when the mud water flows into the ditch through the reinforcing net 16, the mud water contains different amounts, so that the weights are different, the force applied to the reinforcing net 16 continuously changes, when the mud water contains large amounts, the reinforcing net 16 sags, the orifice plate 12 is pulled to rotate the lower rotary drum 8, and the lower rotary drum 8 can rotate unidirectionally through the pawl 10.
The insertion unit further comprises a through cylinder 14 arranged on the other side of the lower end of the fixed box 1, a soft board 15 is arranged at the circumference of the lower end of the through cylinder 14 at equal intervals, and the inner side of the soft board 15 is protruded. As shown in fig. 2, 4 and 10, when the plunger 3 moves downward in the passing cylinder 14, the protrusion on the inner side of the flexible plate 15 is forced to deform by expanding, so that the contact area with soil is increased, and the stability is further improved.
The unidirectional rotation component comprises a shrinkage pawl groove 9, a pawl shaft 17 is arranged in the shrinkage pawl groove 9, and a pawl 10 for unidirectional rotation of the ratchet 7 is movably connected on the pawl shaft 17. As shown in fig. 6 and 8, when the mud content in the muddy water is small, the lower rotary drum 8 is reset, and the pawl 10 can be locked into the pawl retracting groove 9.
The unidirectional rotation assembly further comprises a first torsion member 11 sleeved on the claw shaft 17, one end of the first torsion member 11 is connected in the claw shrinking groove 9, and the other end of the first torsion member 11 is connected to the pawl 10. As shown in fig. 6, the pawl 10 can be extended out of the retracted pawl groove 9 in a natural state by the action of the first torsion member 11, and the stability of the engagement of the pawl 10 with the ratchet 7 can be improved.
The execution unit further comprises a second torsion member 13 arranged at the lower end of the lower rotary drum 8, one end of the second torsion member 13 is connected to the lower rotary drum 8, and the other end of the second torsion member 13 is connected to the inside of the fixed box 1. As shown in fig. 1, 3, 8, 9 and 12, when the mud content in the mud water flowing through the slope is small, under the action of the second torsion member 13, the orifice plate 12 can be reset to match with the mud content in the mud water, so as to increase the anchoring depth.
The plunger 3 is located within the barrel 14. As shown in fig. 2, 3, 4 and 10, when the water channel is installed, the post 3 is inserted after the through-tube 14 is inserted into the slope of the water channel, and the soil is harder in internal texture during construction on a sunny day, so that the insertion is more inconvenient when deeper, and in rainy days, rainwater seeps into the soil, water and soil loss and the soil is soft, so that the anchoring effect is improved, and the water channel slope is reinforced better.
Working principle: when the water channel is used, as shown in fig. 1-12, after the water channel is preliminarily molded, a reinforcing net 16 is installed on the slope of the water channel, when the reinforcing net 16 is installed, the lower end of the fixed box 1 is inserted into the slope of the water channel, the upper end of the inserted column 3 is beaten again after the insertion, so that the lower end of the inserted column 3 applies force to the bulge on the inner side of the soft board 15, the bulge is caused, the contact area with soil is increased, the stability is improved, the position of the fixed box 1 can be fixed by the threaded spike column 2, and the reinforcing net 16 is bound on the corresponding pore plate 12;
as shown in fig. 1-12, in construction on sunny days, the soil is harder, so that the soil is inconvenient to insert, in rainy days, rainwater seeps into the soil, soil is lost, the soil is soft, the slope of the canal is easy to collapse, and at the moment, the inserted post 3 is easier to insert, in rainy days, muddy water on the outer land and the like flow through the slope of the canal, namely, when the muddy water flows into the canal through the reinforcing net 16, the weight is different due to different amounts of the muddy water in the flowing water, the force applied to the reinforcing net 16 continuously changes, when the muddy water contains large amounts, the reinforcing net 16 sags, the orifice plate 12 is pulled to enable the lower rotary drum 8 to rotate, namely, the pawl 10 drives the upper rotary ring 5 to rotate, the upper rotary ring 5 can enable the circumferential shifting post 6 to continuously contact with the spiral shifting plate 4, and from the low point to the high point of the shifting plate 4 is utilized, so that the depth of the inserted post 3 inserted into the slope of the canal is deeper, in the rainy days, and the anchoring effect is enhanced;
as shown in fig. 1, 3, 8, 9 and 12, when the mud content in the mud water flowing through the slope is small, under the action of the second torsion member 13, the hole plate 12 can be reset to be matched with the mud content in the mud water, so that the increase of the anchoring depth is realized, the installation is simple, and the effect of reinforcing the ditch slope in a rainy day is better.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims.

Claims (6)

1. A slope reinforcement device, comprising: the device comprises a fixed box (1), an inserting unit for increasing the anchoring depth and an executing unit for detecting soil loss;
fixed box (1): a threaded pointed column (2) is arranged at one side of the lower end, and an inserting column (3) is connected with the other side of the fixed box (1) in a sliding manner;
an insertion unit: the automatic lifting device comprises spiral shifting plates (4) which are equidistantly arranged on an inserting column (3) and used for carrying the inserting column to slide downwards, wherein an upper swivel (5) is rotationally connected to one side of the upper end of the inside of a fixed box (1), shifting columns (6) used for being matched with the shifting plates (4) are equidistantly arranged on the outer wall of the upper swivel (5), and ratchets (7) used for being matched with an executing unit are equidistantly arranged on the inner wall of the lower end of the upper swivel (5);
an execution unit: contain to rotate and connect lower rotary drum (8) of fixed box (1) inside lower extreme one side, be equipped with on rotary drum (8) down and be used for stirring its pivoted orifice plate (12), orifice plate (12) are bound with reinforcing wire (16), the upper end equidistance of rotary drum (8) is equipped with unidirectional rotating subassembly down.
2. A slope reinforcement device in accordance with claim 1, wherein: the insertion unit further comprises a passing cylinder (14) arranged on the other side of the lower end of the fixed box (1), soft plates (15) are arranged at equal intervals on the circumference of the lower end of the passing cylinder (14), and the inner sides of the soft plates (15) are protruding.
3. A slope reinforcement device in accordance with claim 1, wherein: the unidirectional rotation assembly comprises a shrinkage pawl groove (9), a pawl shaft (17) is arranged in the shrinkage pawl groove (9), and a pawl (10) for unidirectional rotation of the ratchet (7) is movably connected to the pawl shaft (17).
4. A slope reinforcement device in accordance with claim 3, wherein: the unidirectional rotation assembly further comprises a first torsion piece (11) sleeved on the claw shaft (17), one end of the first torsion piece (11) is connected in the claw shrinkage groove (9), and the other end of the first torsion piece (11) is connected to the pawl (10).
5. A slope reinforcement device in accordance with claim 1, wherein: the execution unit further comprises a second torsion piece (13) arranged at the lower end of the lower rotary drum (8), one end of the second torsion piece (13) is connected to the lower rotary drum (8), and the other end of the second torsion piece (13) is connected to the inside of the fixed box (1).
6. A slope reinforcement device in accordance with claim 2, wherein: the plunger (3) is located in the through cylinder (14).
CN202321392465.7U 2023-06-02 2023-06-02 Slope reinforcement device Active CN220202573U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321392465.7U CN220202573U (en) 2023-06-02 2023-06-02 Slope reinforcement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321392465.7U CN220202573U (en) 2023-06-02 2023-06-02 Slope reinforcement device

Publications (1)

Publication Number Publication Date
CN220202573U true CN220202573U (en) 2023-12-19

Family

ID=89140409

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321392465.7U Active CN220202573U (en) 2023-06-02 2023-06-02 Slope reinforcement device

Country Status (1)

Country Link
CN (1) CN220202573U (en)

Similar Documents

Publication Publication Date Title
CN201459739U (en) Cutting slope support reinforcing structure
CN210917406U (en) Prestressing force soil nail assembled supporting construction
CN220202573U (en) Slope reinforcement device
CN205857173U (en) A kind of Novel steel casing sheath applying bored concrete pile on the water
KR20080092639A (en) Pedestal
CN204753621U (en) Power transmission sequence iron tower is with compound basis
CN209941713U (en) High water level foundation
CN116591183A (en) Deep foundation pit diagonal bracing supporting structure with anti-floating function
CN113494096B (en) Splicing type reinforcing device for gravel soil of steep slope in mountain area
CN215518612U (en) Dykes and dams slope protection structure for design based on hydraulic and hydroelectric engineering
CN205399469U (en) Wind turbine foundation structure
CN212129155U (en) Supporting-free double-layer arc-shaped drilling and pouring deep foundation pit retaining structure
KR102008413B1 (en) Construction method of buoyancy-resistant pile
CN206941600U (en) A kind of prestress anchorage cable stirring pile pit enclosure
CN208266792U (en) Based on ecological pine stake bank line type controlling means of sponge ecosystem
CN111749253A (en) Take hydrologic cycle's side slope processing system
CN218813756U (en) Foundation pit supporting structure for reinforcement treatment on overdue supporting pile foundation
CN214363535U (en) Novel slope protection retaining wall
CN201089888Y (en) Sinking well type circular cylinder structure of seaport project
CN206667239U (en) One kind expansion uplift pile
CN218894103U (en) Dewatering and drainage device for deep-buried tunnel in soft soil area
CN216865236U (en) Stable and firm retaining wall for water park
CN216640546U (en) Soft soil foundation reinforced structure
CN218405381U (en) Ground that installs fast is wall even
CN216689500U (en) Novel stress release hole structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant