CN215252950U

CN215252950U - Slope body supporting device for hydraulic engineering

Info

Publication number: CN215252950U
Application number: CN202121197334.4U
Authority: CN
Inventors: 戴博深; 晏剑文
Original assignee: Jiangxi Yongze Water Conservancy And Hydropower Engineering Co ltd
Current assignee: Jiangxi Yongze Water Conservancy And Hydropower Engineering Co ltd
Priority date: 2021-05-31
Filing date: 2021-05-31
Publication date: 2021-12-21
Anticipated expiration: 2031-05-31

Abstract

The utility model provides a slope body supporting device for hydraulic engineering; comprises a rock layer, a rammed soil layer and a floating soil layer; the rammed soil layer is positioned above the rock layer, the floating soil layer is positioned above the rammed soil layer, the bottom frame is buried in the rammed soil layer, the outer wall of one side of the bottom frame is provided with a fixing frame through bolts, and the outer wall of the bottom frame is fixedly provided with an anchoring mechanism; the anchoring mechanism comprises an ejector rod and a bottom rod, a slot is formed in the top end of the bottom rod, a spring is inserted into the slot, an inserting rod is integrally formed at the bottom end of the ejector rod, and the inserting rod is inserted into the slot. The utility model discloses an anchor mechanism supports strutting arrangement, when receiving vibrations, the inside spring of anchor mechanism can absorb vibrations to it is not hard up to prevent that strutting arrangement from, thereby has improved strutting arrangement's life.

Description

Slope body supporting device for hydraulic engineering

Technical Field

The utility model relates to a hydraulic engineering technical field especially relates to a slope body strutting arrangement for hydraulic engineering.

Background

Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in the nature to achieve the purposes of removing harm and benefiting, water is a valuable resource essential for human production and life, but the naturally existing state of the water does not completely meet the requirements of human beings, and only by building the hydraulic engineering, water flow can be controlled to prevent flood disasters and adjust and distribute water quantity to meet the requirements of people life and production on water resources.

The steel frame construction of current formula as an organic whole usually receives when vibrations, and inside steel frame construction also can receive vibrations, because lever principle can make steel frame construction not hard up, damages easily. Therefore, it is necessary to design a slope supporting device for hydraulic engineering to solve the above problems.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to overcome prior art's is not enough, adapts to reality needs, provides a slope body strutting arrangement for hydraulic engineering.

In order to realize the utility model discloses a purpose, the utility model discloses the technical scheme who adopts does:

designing a slope supporting device for hydraulic engineering, which comprises a rock layer, a rammed soil layer and a floating soil layer; the rammed soil layer is located above the rock layer, the floating soil layer is located above the rammed soil layer, the bottom frame is buried inside the rammed soil layer, the outer wall of one side of the bottom frame is provided with a fixing frame through bolts, and the outer wall of the bottom frame is fixedly provided with an anchoring mechanism;

the anchoring mechanism comprises an ejector rod and a bottom rod, a slot is formed in the top end of the bottom rod, a spring is inserted into the slot, an inserting rod is integrally formed at the bottom end of the ejector rod and inserted into the slot, a fixed disk is welded at the bottom end of the bottom rod, and a cutting block is integrally formed on the outer wall of the bottom of the fixed disk.

The bottom end integrated into one piece of cutting piece has the direction head, and direction head and cutting piece all peg graft in the inside of rock layer.

Connecting discs which are distributed equidistantly are installed on the outer wall of the top of the bottom frame through bolts, and clamping grooves are formed in the outer wall of the bottom of each connecting disc.

The top end of the ejector rod is clamped in the clamping groove, and the top end of the ejector rod is fixed with the connecting disc through a bolt.

The welding has the dead lever that is the equidistance and distributes on the top outer wall of mount, and the welding has the branch that is the equidistance and distributes on the side outer wall of dead lever.

And the top frame is installed on the outer wall of the top of the bottom frame through bolts and is buried in the floating soil layer.

And a soil fixing net is installed on the outer wall of the top frame through screws, and a vegetable layer is planted on the outer wall of the top of the soil fixing net.

The beneficial effects of the utility model reside in that:

1. its structural design of this design is novel, and is simple compact, adopts anchor mechanism to support strutting arrangement, and when receiving vibrations, the inside spring of anchor mechanism can absorb vibrations to prevent that strutting arrangement is not hard up, thereby improved strutting arrangement's life.

2. Its structural design of this design is novel, and is simple compact, adopts the fixed rod to fix strutting arrangement, and the welding has branch form's branch on the fixed rod, can grab the earth on firm rammer layer to play fixed action effectively to strutting arrangement, and need not the volume and more be huge steel frame construction, thereby can reduce device's material cost.

3. Its structural design of this design is novel, and is simple compact, adopts the mode that solid soil net and vegetable layer combine to fix the topsoil layer, and the root system of vegetable layer can insert the inside network structure that forms of topsoil layer, with the fixed net reciprocal anchorage to the soil erosion and water loss of topsoil layer that can significantly reduce.

Drawings

FIG. 1 is a schematic structural diagram of the present design;

FIG. 2 is a schematic structural view of the anchoring mechanism of the present design;

FIG. 3 is a schematic view of the fixing rod structure of the present design;

fig. 4 is a schematic diagram of the top frame structure of the present design.

In the figure:

1. a rock layer; 2. tamping a soil layer; 3. a floating soil layer; 4. a chassis; 5. a fixed mount; 6. fixing the rod; 7. an anchoring mechanism; 8. a top frame; 9. a vegetable layer; 10. a connecting disc; 11. a card slot; 12. a top rod; 13. a bottom bar; 14. a slot; 15. inserting a rod; 16. a spring; 17. fixing the disc; 18. cutting the block; 19. a guide head; 20. fixing a soil net; 21. a support rod.

Detailed Description

The invention will be further described with reference to the following figures and examples:

example 1: a slope body supporting device for hydraulic engineering, which is shown in figures 1 to 4.

The slope body supporting device for the hydraulic engineering comprises a rock layer 1, a rammed soil layer 2 and a floating soil layer 3; the rammed soil layer 2 is positioned above the rock layer 1, the floating soil layer 3 is positioned above the rammed soil layer 2, the rammed soil layer 2 is internally buried with a bottom frame 4, the outer wall of one side of the bottom frame 4 is provided with a fixing frame 5 through bolts for supporting and fixing a slope body, and the outer wall of the bottom frame 4 is fixedly provided with an anchoring mechanism 7;

anchoring mechanism 7 includes ejector pin 12 and sill bar 13, open on the top of sill bar 13 has slot 14, and the inside of slot 14 is pegged graft and is had spring 16, spring 16 can play the cushioning effect, absorb vibrations, the bottom integrated into one piece of ejector pin 12 has inserted bar 15, and inserted bar 15 pegs graft in the inside of slot 14, the bottom welding of sill bar 13 has fixed disk 17, fixed disk 17 is used for playing the supporting role to anchoring mechanism 7, and integrated into one piece has cutting block 18 on the bottom outer wall of fixed disk 17, cutting block 18 is used for cutting rock layer 1.

Furthermore, the bottom end integrated into one piece of cutting piece 18 has guide head 19 in this design, and guide head 19 is used for playing the effect of direction when cutting rock layer 1, and guide head 19 and cutting piece 18 all peg graft in the inside of rock layer 1.

Furthermore, the connection pads 10 which are distributed equidistantly are installed on the outer wall of the top of the bottom frame 4 through bolts in the design, the connection pads 10 are used for fixing the anchoring mechanism 7, the outer wall of the bottom of the connection pads 10 is provided with clamping grooves 11, and the clamping grooves 11 are used for positioning the anchoring mechanism 7.

Furthermore, the top end of the ejector rod 12 in the design is clamped in the clamping groove 11, and the top end of the ejector rod 12 is fixed with the connecting disc 10 through a bolt.

Further, the welding has the dead lever 6 that is the equidistance and distributes on the top outer wall of mount 5 in this design, and dead lever 6 is used for fixing the device, and the welding has the branch 21 that is the equidistance and distributes on the side outer wall of dead lever 6, and branch 21 can grasp earth on every side.

Further, install roof-rack 8 through the bolt on the top outer wall of chassis 4 in this design, roof-rack 8 is used for playing certain supporting role to the slope body, and roof-rack 8 buries in the inside of topsoil layer 3.

Further, in the design, a soil fixing net 20 is installed on the outer wall of the top frame 8 through screws, the soil fixing net 20 is used for fixing the top of the floating soil layer 3, and a vegetation layer 9 is planted on the outer wall of the top of the soil fixing net 20.

The working principle is as follows: during the use, operating personnel buries the inside of rammed earth layer 2 with chassis 4 and mount 5 at first, then pegs graft anchoring mechanism 7 on chassis 4, and rotate anchoring mechanism 7 through the rig, make the direction head and the cutting block 18 of anchoring mechanism 7 drill downwards and cut, thereby make the bottom of anchoring mechanism 7 get into the inside of rock layer 1, then fix anchoring mechanism 7, connection pad 10 and chassis 4 through the bolt, make anchoring mechanism 7 form effective support to chassis 4, then operating personnel installs roof-rack 8 fixed mounting on chassis 4, and bury soil between chassis 4 and roof-rack 8, pass through fix with screw fixing net 20 at the top of roof-rack 8 at last, and plant vegetable layer 9 can.

The embodiment of the present invention discloses a preferred embodiment, but not limited thereto, and those skilled in the art can easily understand the spirit of the present invention according to the above embodiment, and make different extensions and changes, but do not depart from the spirit of the present invention, all of which are within the protection scope of the present invention.

Claims

1. A slope supporting device for hydraulic engineering comprises a rock layer (1), a rammed earth layer (2) and a floating earth layer (3); the method is characterized in that: the ramming soil layer (2) is located above the rock layer (1), the floating soil layer (3) is located above the ramming soil layer (2), the inside of the ramming soil layer (2) is buried with the bottom frame (4), the outer wall of one side of the bottom frame (4) is provided with the fixing frame (5) through bolts, and the outer wall of the bottom frame (4) is fixedly provided with the anchoring mechanism (7);

anchoring mechanism (7) include ejector pin (12) and sill bar (13), open the top of sill bar (13) has slot (14), and the inside grafting of slot (14) has spring (16), the bottom integrated into one piece of ejector pin (12) has inserted bar (15), and inserted bar (15) pegs graft in the inside of slot (14), the bottom welding of sill bar (13) has fixed disk (17), and integrated into one piece has cutting block (18) on the bottom outer wall of fixed disk (17).

2. The slope body supporting device for the water conservancy project according to claim 1, characterized in that: the bottom end of the cutting block (18) is integrally formed with a guide head (19), and the guide head (19) and the cutting block (18) are inserted into the rock layer (1).

3. The slope body supporting device for the water conservancy project according to claim 1, characterized in that: connecting discs (10) which are distributed equidistantly are mounted on the outer wall of the top of the bottom frame (4) through bolts, and clamping grooves (11) are formed in the outer wall of the bottom of each connecting disc (10).

4. The slope body supporting device for the water conservancy project according to claim 3, characterized in that: the top end of the ejector rod (12) is clamped in the clamping groove (11), and the top end of the ejector rod (12) is fixed with the connecting disc (10) through a bolt.

5. The slope body supporting device for the water conservancy project of claim 4, wherein: the welding has dead lever (6) that are the equidistance and distribute on the top outer wall of mount (5), and the welding has branch (21) that are the equidistance and distribute on the side outer wall of dead lever (6).

6. The slope body supporting device for the water conservancy project according to claim 1, characterized in that: and an upper frame (8) is installed on the outer wall of the top of the bottom frame (4) through bolts, and the upper frame (8) is buried in the floating soil layer (3).

7. The slope body supporting device for the water conservancy project according to claim 1, characterized in that: the soil fixing net (20) is installed on the outer wall of the top frame (8) through screws, and a vegetable layer (9) is planted on the outer wall of the top of the soil fixing net (20).