CN220927894U - Geogrid reinforcement slope - Google Patents

Geogrid reinforcement slope Download PDF

Info

Publication number
CN220927894U
CN220927894U CN202322573952.XU CN202322573952U CN220927894U CN 220927894 U CN220927894 U CN 220927894U CN 202322573952 U CN202322573952 U CN 202322573952U CN 220927894 U CN220927894 U CN 220927894U
Authority
CN
China
Prior art keywords
geogrid
slope
fixing
fixing frame
reinforced
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
CN202322573952.XU
Other languages
Chinese (zh)
Inventor
陈圣平
黄增柱
刘林
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.)
Guangzhou Taoyuan Landscape Engineering Co ltd
Original Assignee
Guangzhou Taoyuan Landscape Engineering 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 Guangzhou Taoyuan Landscape Engineering Co ltd filed Critical Guangzhou Taoyuan Landscape Engineering Co ltd
Priority to CN202322573952.XU priority Critical patent/CN220927894U/en
Application granted granted Critical
Publication of CN220927894U publication Critical patent/CN220927894U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to the technical field of geogrid reinforcement slopes, and discloses a geogrid reinforcement slope which comprises a slope body, wherein two fixing frames are arranged in the slope body, buffer springs which are arranged at equal intervals are fixedly arranged on the inner side wall of each fixing frame, T-shaped movable frames are fixedly arranged at the left end of each group of buffer springs, dampers are arranged in each buffer spring, the right end of each damper is fixedly connected with the inner side wall of each fixing frame, the telescopic end of each damper is fixedly connected with the right side surface of each T-shaped movable frame, and mounting frames are fixedly arranged on the left side surface of each T-shaped movable frame; according to the utility model, the impact force of water flow impact on the geogrid body can be buffered through the elasticity provided by the buffer spring, so that the slope body is prevented from being collapsed easily by the water flow impact, and the impact force can be buffered through the damper in cooperation with the buffer spring, so that the stability of the slope body is stronger.

Description

Geogrid reinforcement slope
Technical Field
The utility model relates to the technical field of geogrid reinforcement slopes, in particular to a geogrid reinforcement slope.
Background
Geogrid bodies are a primary geosynthetic material that has unique properties and efficacy over other geosynthetics, and geogrid bodies are commonly used to reinforce slopes.
The existing geogrid body reinforced slope cannot buffer and protect the slope, so that the slope is easy to collapse due to water impact, stability is low, soil cannot be protected, soil on the slope is easy to wash away and run off due to rain wash, and practicability is low.
Disclosure of utility model
(One) solving the technical problems
Aiming at the defects of the prior art, the utility model provides the geogrid reinforced slope body, which has the advantages of buffering and protecting the slope body, preventing the slope body from being easily collapsed by water flow impact, having stronger stability, protecting soil, and preventing the soil on the slope body from being eroded by rain erosion and losing, thereby having stronger practicability.
(II) technical scheme
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a geogrid adds muscle slope body includes the slope body, the inside of slope body main part is provided with two mounts, every the equal fixed mounting of inside wall of mount has the buffer spring of equidistance arrangement, every group buffer spring's the equal fixed mounting in left end has T shape fly frame, every buffer spring's inside all is provided with the attenuator, every the right-hand member of attenuator all with the inside wall fixed connection of mount, every the flexible end of attenuator all with the right flank fixed connection of T shape fly frame, every the equal fixed mounting in left surface of T shape fly frame has the mounting bracket, every the equal fixed mounting in left surface of mounting bracket has the geogrid body, every the equal fixed mounting in bottom surface of mount has the storage water tank.
Preferably, two first reinforced concrete struts are fixedly arranged on the inner wall of the slope body main body, and one side surface, close to two fixing frames, of each first reinforced concrete strut is contacted with the right side surface of each fixing frame.
Preferably, one of the fixing frames is internally provided with two first limiting rods, and the right end of each first limiting rod penetrates through the fixing frame and extends to the inside of the first reinforced concrete pillar.
Preferably, two second reinforced concrete struts are fixedly arranged on the inner wall of the slope body main body, and one side surface, close to the other two fixing frames, of each second reinforced concrete strut is contacted with the right side surface of each fixing frame.
Preferably, two second limiting rods are arranged in the fixing frame, and the right end of each second limiting rod penetrates through the fixing frame and extends to the inside of the second reinforced concrete support.
Preferably, six inserting rods are arranged on the left side of each geogrid body, and the right end of each inserting rod penetrates through the geogrid body and extends to the inside of the slope body.
Preferably, each geogrid body is provided with eight fixing bolts in the geogrid body, one end, close to the geogrid body, of each fixing bolt penetrates through the geogrid body and extends to the inside of the mounting frame, and each fixing bolt is in threaded connection with the mounting frame.
Preferably, the inner side wall of each water storage tank is fixedly provided with a diversion block, and the front surface and the back surface of each water storage tank are provided with drain holes.
(III) beneficial effects
Compared with the prior art, the utility model provides a geogrid reinforced slope body, which has the following beneficial effects: this geogrid adds muscle slope body can carry out spacing fixedly to geogrid body through being provided with T shape movable frame for buffer spring provides elasticity can cushion the impulsive force of rivers impact on geogrid body, prevent that the slope body main part from being collapsed by rivers impact easily, and can cooperate buffer spring to cushion impulsive force through the attenuator, thereby the buffering dynamics is stronger, make the stability of slope body main part stronger, can collect the rainwater that erodees in the slope body main part through the storage water tank, thereby reduce the area that the rainwater erodees, because earth density is bigger, thereby can deposit in the bottom of storage water tank circular arc, the rainwater then flows into the storage water tank, thereby can protect soil, prevent that soil in the slope body main part from receiving the rainwater erosion and losing, reach the stronger effect of practicality.
Drawings
FIG. 1 is a schematic view of a slope body according to the present utility model;
FIG. 2 is a schematic view of a T-shaped movable frame in a three-dimensional structure;
FIG. 3 is a schematic view showing the structure of a first reinforced concrete pillar according to the present utility model;
fig. 4 is a schematic sectional perspective view of the water storage tank of the present utility model.
In the figure: 1. a slope body; 2. a fixing frame; 3. a buffer spring; 4. a damper; 5. a T-shaped movable frame; 6. a mounting frame; 7. a geogrid body; 8. a water storage tank; 9. a first reinforced concrete strut; 10. a first stop lever; 11. a second reinforced concrete strut; 12. a second limit rod; 13. a rod; 14. a fixing bolt; 15. a flow guiding block; 16. and a drain hole.
Detailed Description
For a better understanding of the objects, structures and functions of the present utility model, a geogrid reinforcement slope of the present utility model will be described in further detail below with reference to the accompanying drawings.
Referring to fig. 1-4, the present utility model: the utility model provides a geogrid adds muscle slope, including slope body 1, the inside of slope body 1 is provided with two mounts 2, the equal fixed mounting of inside wall of every mount 2 has the buffer spring 3 that the equidistance was arranged, the equal fixed mounting in left end of every group buffer spring 3 has T shape fly frame 5, the inside of every buffer spring 3 all is provided with attenuator 4, the right-hand member of every attenuator 4 all with the inside wall fixed connection of mount 2, the flexible end of every attenuator 4 all with the right flank fixed connection of T shape fly frame 5, the equal fixed mounting of the left flank of every T shape fly frame 5 has mounting bracket 6, the equal fixed mounting of the left flank of every mounting bracket 6 has geogrid body 7, the equal fixed mounting in bottom surface of every mount 2 has storage water tank 8.
The inner wall fixed mounting of the slope body main body 1 has two first reinforced concrete pillars 9, and every first reinforced concrete pillar 9 is close to wherein that a side of two mounts 2 all contacts with the right flank of mount 2, can strengthen the stability degree of slope body main body 1 through first reinforced concrete pillar 9 to prevent rivers from washout the collapse with slope body main body 1, increased the stability of slope body main body 1.
The inside of one of them mount 2 is provided with two first gag lever posts 10, and the right-hand member of every first gag lever post 10 all runs through mount 2 and extends to the inside of first reinforced concrete pillar 9, can carry out spacingly to one of them mount 2 through first gag lever post 10 to prevent that mount 2 from being erodeed and dropping, increased the steadiness of mount 2.
The inner wall fixed mounting of the slope body main body 1 has two second reinforced concrete pillars 11, and every second reinforced concrete pillar 11 is close to the right flank that two other mounts 2 all contacts with mount 2, can strengthen the steadiness of the slope body main body 1 through second reinforced concrete pillar 11 to prevent that slope body main body 1 from taking place to collapse, increased the stability of slope body main body 1 again.
The inside of another one mount 2 is provided with two second gag lever posts 12, and the right-hand member of every second gag lever post 12 all runs through mount 2 and extends to the inside of second reinforced concrete pillar 11, can fix another one mount 2 through second gag lever post 12 to prevent that another one mount 2 from taking place to drop, increased the steadiness of mount 2 once more.
The left side of every geogrid body 7 all is provided with six inserted bars 13, and the right-hand member of every inserted bar 13 all runs through geogrid body 7 and extends to the inside of slope body main part 1, can increase geogrid body 7's stability degree through inserted bar 13, prevents geogrid body 7 from taking place the landing, has increased geogrid body 7's stability.
The inside of every geogrid body 7 all is provided with eight fixing bolt 14, and the one end that every group of fixing bolt 14 is close to geogrid body 7 all runs through geogrid body 7 and extends to the inside of mounting bracket 6, and every fixing bolt 14 all with mounting bracket 6 threaded connection can carry out spacingly to geogrid body 7 through fixing bolt 14 to prevent geogrid body 7 by rivers washing dropping, increased geogrid body 7's stability again.
The inside wall of every storage water tank 8 all fixed mounting has guide block 15, and the wash port 16 has all been seted up to the front and the back of every storage water tank 8, can carry out the water conservancy diversion with the water that gets into in the storage water tank 8 through guide block 15 for water can be through the direct discharge of wash port 16, has increased the convenience of device.
The working principle of the utility model is as follows: firstly, the fixing frame 2 is connected with the first reinforced concrete supporting column 9 and the second reinforced concrete supporting column 11 through the first limiting rod 10 and the second limiting rod 12, the geogrid body 7 can be limited and fixed through the T-shaped movable frame 5, the impact force of water impact on the geogrid body 7 can be buffered through elasticity provided by the buffer spring 3, the slope body 1 is prevented from being collapsed easily by the water impact, the impact force can be buffered through the damper 4 in cooperation with the buffer spring 3, the buffering strength is stronger, the stability of the slope body 1 is stronger, the geogrid body 7 can be limited and fixed through the inserted rod 13, the geogrid body 7 is prevented from being flushed by water, the stability degree of the geogrid body 7 can be increased through the fixed bolt 14, the rainwater flushed on the slope body 1 can be collected through the water storage tank 8, the area of the rainwater flushing is reduced, the soil density is larger, the bottom of the circular arc can be deposited, the rainwater flows into the water storage tank 8, the soil can be protected, the soil erosion of the slope body 1 is prevented, the soil erosion block can be prevented from being directly drained out of the water storage tank 16, the water storage tank 16 can be directly discharged out of the water storage tank through the guide bar, and the water guide hole can be directly increased.
It will be understood that the utility model has been described in terms of several embodiments, and that various changes and equivalents may be made to these features and embodiments by those skilled in the art without departing from the spirit and scope of the utility model. In addition, many modifications may be made to adapt a particular situation or material to the teachings of the utility model without departing from the essential scope thereof. Therefore, it is intended that the utility model not be limited to the particular embodiment disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.

Claims (8)

1. The utility model provides a geogrid adds muscle slope, includes slope main part (1), its characterized in that: the inside of the slope body main body (1) is provided with two fixing frames (2), each the inside wall of the fixing frame (2) is fixedly provided with buffer springs (3) which are arranged at equal intervals, each group of buffer springs (3) is fixedly provided with T-shaped movable frames (5) at the left end, each buffer spring (3) is internally provided with a damper (4), each right end of the damper (4) is fixedly connected with the inside wall of the fixing frame (2), each telescopic end of the damper (4) is fixedly connected with the right side face of the T-shaped movable frames (5), each mounting frame (6) is fixedly arranged at the left side face of the T-shaped movable frames (5), each geogrid body (7) is fixedly arranged at the left side face of each mounting frame (6), and each water storage tank (8) is fixedly arranged at the bottom face of the fixing frame (2).
2. A geogrid reinforced slope according to claim 1, characterized in that: the inner wall of the slope body main body (1) is fixedly provided with two first reinforced concrete struts (9), and one side surface, close to two fixing frames (2), of each first reinforced concrete strut (9) is contacted with the right side surface of each fixing frame (2).
3. A geogrid reinforced slope according to claim 1, characterized in that: one of the fixing frames (2) is internally provided with two first limiting rods (10), and the right end of each first limiting rod (10) penetrates through the fixing frame (2) and extends to the inside of the first reinforced concrete support column (9).
4. A geogrid reinforced slope according to claim 1, characterized in that: two second reinforced concrete struts (11) are fixedly arranged on the inner wall of the slope body main body (1), and one side surface, close to the other two fixing frames (2), of each second reinforced concrete strut (11) is contacted with the right side surface of each fixing frame (2).
5. A geogrid reinforced slope according to claim 1, characterized in that: two second limiting rods (12) are arranged in the fixing frame (2), and the right end of each second limiting rod (12) penetrates through the fixing frame (2) and extends to the inside of the second reinforced concrete support (11).
6. A geogrid reinforced slope according to claim 1, characterized in that: six inserting rods (13) are arranged on the left side of each geogrid body (7), and the right end of each inserting rod (13) penetrates through the geogrid body (7) and extends to the inside of the slope body main body (1).
7. A geogrid reinforced slope according to claim 1, characterized in that: every geogrid body (7) inside all is provided with eight fixing bolt (14), every group fixing bolt (14) are close to geogrid body (7) one end all runs through geogrid body (7) and extends to inside of mounting bracket (6), every fixing bolt (14) all with mounting bracket (6) threaded connection.
8. A geogrid reinforced slope according to claim 1, characterized in that: the inner side wall of each water storage tank (8) is fixedly provided with a diversion block (15), and the front surface and the back surface of each water storage tank (8) are provided with drainage holes (16).
CN202322573952.XU 2023-09-21 2023-09-21 Geogrid reinforcement slope Active CN220927894U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322573952.XU CN220927894U (en) 2023-09-21 2023-09-21 Geogrid reinforcement slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322573952.XU CN220927894U (en) 2023-09-21 2023-09-21 Geogrid reinforcement slope

Publications (1)

Publication Number Publication Date
CN220927894U true CN220927894U (en) 2024-05-10

Family

ID=90968257

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322573952.XU Active CN220927894U (en) 2023-09-21 2023-09-21 Geogrid reinforcement slope

Country Status (1)

Country Link
CN (1) CN220927894U (en)

Similar Documents

Publication Publication Date Title
CN210049252U (en) Protection structure of inflation soil slope secondary mud flow
CN220927894U (en) Geogrid reinforcement slope
CN214363266U (en) Retaining wall with supporting structures on two sides of sand sluicing gate
CN219315638U (en) Ecological bank protection of river course
CN216515665U (en) Inflation dirt road moat slope reinforced structure
JP3297806B2 (en) Steel sabo dam
CN115217120A (en) Assembled foundation pit supporting device and mounting method thereof
CN217629704U (en) Hydraulic engineering slope bearing structure
CN215405917U (en) A block structure for mud-rock flow disaster is administered
CN220746959U (en) Highway side slope protector for municipal construction
CN214784040U (en) Protective structure of hydraulic and hydroelectric engineering side slope
CN220486499U (en) A side slope protection architecture for ecological management of side slope
CN219731857U (en) River course ecology bank protection bearing structure
CN219240584U (en) Side slope support assembly with combined structure
CN213086830U (en) Waterproof structure designed based on municipal road
CN218643415U (en) Water conservancy retaining wall structure capable of preventing soil erosion and water loss
CN215329969U (en) Cofferdam reinforced structure for hydraulic engineering
CN216739672U (en) Ground stake is grabbed in protection of building slope body
CN219099935U (en) Dykes and dams reinforcing apparatus
CN221320811U (en) Code head site foundation structure
CN218466553U (en) Energy-saving drainage structure for foundation pit construction
CN216640436U (en) Debris flow blocking structure convenient for dredging
CN218952239U (en) Shock attenuation soil guard board
CN212534012U (en) Ecological purifier of many silt river wetland
CN214940290U (en) Cofferdam protection reinforcing structure for river channel construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant