CN218090812U - River course soft soil foundation reinforcing apparatus - Google Patents
River course soft soil foundation reinforcing apparatus Download PDFInfo
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- CN218090812U CN218090812U CN202222506499.6U CN202222506499U CN218090812U CN 218090812 U CN218090812 U CN 218090812U CN 202222506499 U CN202222506499 U CN 202222506499U CN 218090812 U CN218090812 U CN 218090812U
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Abstract
The application discloses river course weak soil foundation reinforcing apparatus relates to weak soil foundation stabilization technical field, including the ground body, the top swing joint of ground body has the roof, the bottom fixedly connected with support ring body post of roof, the inner wall fixedly connected with brace rod of support ring body post, logical groove has been seted up to the outer wall of support ring body post, support ring body post is located the inner wall fixedly connected with pipe box that leads to the groove, the top swing joint of roof has the backup pad, the bottom fixedly connected with center post of backup pad, the outer wall fixedly connected with support sleeve pipe of center post, support sleeve pipe's inner wall fixed mounting has the spring, the one end fixed mounting of spring has a support loop bar, the outer wall fixedly connected with play thick liquid pipe of center post. This application is convenient for reach even slip casting's purpose, goes out the thick liquid through the multiple spot, makes the inside of the abundant infiltration of slurry to ground body and support ring body post, does benefit to the efficiency that improves the device slip casting, is convenient for evenly fill the inside of support ring body post to the support nature of reinforcing support ring body post.
Description
Technical Field
The application relates to a soft soil foundation stabilization technical field especially relates to river course soft soil foundation reinforcing apparatus.
Background
The soft soil refers to fine grained soil deposited on coastal areas, lakes and marshes, valley lands and beaches, and has high natural water content, large pore ratio, high compressibility and low shear strength. The method has the characteristics of high natural water content, large natural pore ratio, high compressibility, low shear strength, small consolidation coefficient, long consolidation time, high sensitivity, large disturbance, poor water permeability, complex soil layer distribution, large difference of physical and mechanical properties among layers and the like.
In realizing this application in-process, the inventor finds that there is following problem at least in this technique, and current soft soil foundation consolidates inside evenly inserting the ground with the tubular pile usually, again carries out the slip casting to the tubular pile inside and fills, nevertheless directly from last down slip casting makes the inside circumstances such as cavity, bubble appear when filling of tubular pile easily, and the slip casting filling structure is inhomogeneous, remains to further improve this.
SUMMERY OF THE UTILITY MODEL
In order to improve the inhomogeneous problem of above-mentioned slip casting filling structure, this application provides river course soft soil foundation reinforcing apparatus.
The application provides river soft soil foundation reinforcing apparatus adopts following technical scheme:
the riverway soft soil foundation reinforcing device comprises a foundation body, wherein the top of the foundation body is movably connected with a top plate, the bottom of the top plate is fixedly connected with a support ring body column, the inner wall of the support ring body column is fixedly connected with a support rib, the outer wall of the support ring body column is provided with a through groove, and the inner wall of the support ring body column, which is positioned in the through groove, is fixedly connected with a pipe sleeve;
the top of roof swing joint has the backup pad, the bottom fixedly connected with center post of backup pad, the outer wall fixedly connected with support sleeve pipe of center post, support sheathed tube inner wall fixed mounting has the spring, the one end fixed mounting of spring has a support loop bar, the outer wall fixedly connected with play thick liquid pipe of center post.
Based on above-mentioned technical scheme, the thick liquid of impressing through center post top carries out the slip casting, and the slurry goes out through a grout outlet, and partial grout outlet intercommunication goes out the thick liquid pipe, is convenient for guide out the thick liquid through going out the thick liquid pipe, makes the inside of the abundant infiltration of thick liquid to ground body and support ring body post, is convenient for reach even slip casting's purpose, and simultaneously, goes out the thick liquid through the multiple spot, also is favorable to improving the efficiency of device slip casting, is convenient for evenly pack the inside of support ring body post to the support nature of reinforcing support ring body post.
Optionally, the top of foundation body seted up with support ring body post assorted recess, the outer wall fixedly connected with sand grip of support ring body post.
Based on above-mentioned technical scheme, be convenient for increase the area of contact between support ring body post and the ground body through the sand grip, and leave certain space, conveniently pack the reinforcing connectivity.
Optionally, one end of the support rib penetrates through the top of the support ring body column and extends to the bottom of the support ring body column, and one end of the support rib is fixedly connected with the rod head.
Based on above-mentioned technical scheme, be convenient for strengthen the support nature of support ring body post, do benefit to the connectivity between reinforcing and the ground body through the pole head.
Optionally, the top plate is of an annular structure, the inner diameter of the top plate is the same as that of the support ring body column, and a limit groove matched with the support plate is formed in the top of the top plate.
Based on above-mentioned technical scheme, be convenient for fix a position the installation to the backup pad, convenient equipment is used.
Optionally, the vertical center line of the central column and the vertical center line of the support ring body column are located at the same position, and one end of the central column is fixedly connected with a drill bit.
Based on above-mentioned technical scheme, be convenient for strengthen the inside support nature of support ring body post through the center post, and do benefit to and carry out even slip casting and use.
Optionally, the support sleeves are symmetrically arranged with a vertical center line of the central column, the length of each support sleeve is smaller than the radius of the support ring body column, one end of each support sleeve rod penetrates through one end of each support sleeve and extends to one end of each spring, and the shape and size of each support sleeve rod are matched with those of the sleeve.
Based on above-mentioned technical scheme, will support the loop bar through the spring and play into the pipe box, be convenient for strengthen the connectivity between center post and the support ring body post, do benefit to the horizontal support ability of reinforcing support ring body post through supporting the sleeve pipe and supporting the loop bar.
Optionally, the outer wall of the central column is provided with slurry outlets at equal intervals, the slurry outlet pipe is communicated with the slurry outlets, one end of the slurry outlet pipe is arranged in a downward inclined manner, and the outer wall of the slurry outlet pipe is provided with through holes.
Based on above-mentioned technical scheme, be convenient for guide out the thick liquid through going out the thick liquid pipe, conveniently carry out even play thick liquid to the inside of support ring body post, do benefit to the efficiency that improves slip casting.
In summary, the present application includes at least one of the following advantages:
1. this application impresses the slurry through center capital portion and carries out the slip casting, the slurry goes out the thick liquid through going out the thick liquid mouth, partial play thick liquid mouth intercommunication goes out the thick liquid pipe, be convenient for guide out the thick liquid through going out the thick liquid pipe, be convenient for evenly go out the thick liquid through the through-hole, make the inside of the abundant infiltration of slurry to foundation body and support ring post, be convenient for reach the purpose of even slip casting, go out the thick liquid through the multiple spot simultaneously, also be favorable to improving the efficiency of device slip casting, be convenient for evenly fill the inside of support ring post, thereby strengthen the support nature of support ring post.
2. This application is convenient for play the effect of support through brace rod and center post to through the built-up connection of support sleeve pipe and support cover pole and support ring body post, be convenient for strengthen the connectivity between center post and the support ring body post, do benefit to the support nature of reinforcing center post and support ring body post, be convenient for carry out the slip casting through the center post and handle, do benefit to the reinforcing effect of reinforcing means, extension fixture's life.
3. This application uses through mutually supporting of backup pad, center post, support sleeve pipe, spring and the support cover pole that sets up, and the aggregate erection of being convenient for is used, conveniently assembles the use, and has strengthened the flexibility of device, drives support sleeve pipe through rotating the center post and rotates to the position of logical groove, drives through the spring and supports the cover pole and be connected with the pipe box block, is convenient for strengthen fixedly and support nature.
Drawings
FIG. 1 is a schematic front cross-sectional view of the present application as a whole;
FIG. 2 is a schematic structural view of a slurry outlet pipe of the present application;
fig. 3 is a schematic top view of the support ring column of the present application.
Description of reference numerals:
1. a foundation body; 2. a top plate; 3. supporting the ring body post; 4. a groove; 5. supporting ribs; 6. a club head; 7. a convex strip; 8. a through groove; 9. pipe sleeve; 10. a limiting groove; 11. a support plate; 12. a central column; 13. a drill bit; 14. a pulp outlet; 15. a support sleeve; 16. a spring; 17. supporting the loop bar; 18. a pulp outlet pipe; 19. and a through hole.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
Please refer to description attached drawing figure 1, the application provides a river course soft soil foundation reinforcing apparatus, including foundation body 1, foundation body 1's top swing joint has roof 2, the bottom fixedly connected with support ring body post 3 of roof 2, foundation body 1's top seted up with support ring body post 3 assorted recess 4, support ring body post 3's outer wall fixedly connected with sand grip 7, be convenient for increase the area of contact between support ring body post 3 and the foundation body 1 through sand grip 7, and leave certain space, conveniently carry out the slip casting and fill the reinforcing connectivity.
Referring to fig. 1 and 2 of the drawings of the specification, a support rib 5 is fixedly connected to the inner wall of the support ring body column 3, one end of the support rib 5 penetrates through the top of the support ring body column 3 and extends to the bottom of the support ring body column 3, a rod head 6 is fixedly connected to one end of the support rib 5, so that the support property of the support ring body column 3 is enhanced, and the connection between the rod head 6 and the foundation body 1 is enhanced. Logical groove 8 has been seted up to the outer wall of support ring post 3, and support ring post 3 is located the inner wall fixedly connected with pipe box 9 that leads to groove 8.
Referring to fig. 2 and 3 of the drawings of the specification, a supporting plate 11 is movably connected to the top of the top plate 2, the top plate 2 is of an annular structure, the inner diameter of the top plate 2 is the same as that of the supporting ring column 3, and a limiting groove 10 matched with the supporting plate 11 is formed in the top of the top plate 2, so that the supporting plate 11 can be conveniently positioned and installed, and the assembling and the using are convenient. The bottom fixedly connected with center post 12 of backup pad 11, the vertical central line of support ring body post 3 and the vertical central line of support ring body post 3 are in the same position, and the one end fixedly connected with drill bit 13 of center post 12 is convenient for strengthen the inside support nature of support ring body post 3 through center post 12, and does benefit to and carry out even slip casting and use.
Referring to fig. 1 and 3 of the drawings of the specification, a support sleeve 15 is fixedly connected to an outer wall of the central column 12, a spring 16 is fixedly mounted on an inner wall of the support sleeve 15, a support loop bar 17 is fixedly mounted at one end of the spring 16, the support sleeve 15 is symmetrically arranged with respect to a vertical center line of the central column 12, the length of the support sleeve 15 is smaller than the radius of the support ring column 3, one end of the support loop bar 17 penetrates through one end of the support sleeve 15 and extends to one end of the spring 16, the size and shape of the support loop bar 17 are matched with the size and shape of the sleeve 9, the support loop bar 17 is sprung into the sleeve 9 through the spring 16, so as to enhance the connectivity between the central column 12 and the support ring column 3, and the support sleeve 15 and the support loop bar 17 are favorable for enhancing the connectivity with the support ring column 3, thereby playing a role of reinforcing the support ring column 3.
Referring to fig. 2 and 3 of the attached drawings of the specification, the outer wall of the central column 12 is fixedly connected with the pulp outlet pipes 18, the outer wall of the central column 12 is provided with the pulp outlet ports 14 at equal intervals, the pulp outlet pipes 18 are communicated with the pulp outlet ports 14, one end of each pulp outlet pipe 18 is arranged in a downward inclined manner, the outer wall of each pulp outlet pipe 18 is provided with a through hole 19, the pulp outlet pipes 18 are convenient to guide the pulp to be discharged, the uniform pulp discharge is convenient for the inside of the supporting ring column 3, and the improvement of the grouting efficiency is facilitated.
The slurry of impressing through center post 12 top carries out the slip casting, the slurry goes out through grout outlet 14, part grout outlet 14 communicates out thick liquid pipe 18, it goes out the thick liquid to be convenient for guide through going out thick liquid pipe 18, be convenient for carry out even grout through-hole 19, make the inside of the abundant infiltration of slurry to ground body 1 and support ring body post 3, be convenient for reach the purpose of even slip casting, go out the thick liquid through the multiple spot, do benefit to the efficiency that improves the device slip casting, be convenient for evenly fill the inside of support ring body post, thereby strengthen the support nature of support ring body post.
The working principle is as follows:
at first, set up recess 4 to the equidistant groove 4 of offering in the top of foundation body 1, put into recess 4 respectively with support ring body post 3 again, simultaneously the bottom of roof 2 is hugged closely with foundation body 1's top, support ring body post 3 does benefit to the reinforcing through pole head 6 and the connectivity between foundation body 1, play the stable effect of reinforcing, put into support ring body post 3 with center post 12 again, backup pad 11 on center post 12 top is connected with roof 2 block through spacing groove 10, be convenient for carry on spacingly and fixedly to backup pad 11, rotate center post 12 through external equipment, make support sleeve 15 rotate to with logical groove 8 parallel position, drive support sleeve rod 17 through spring 16 and pop into in the pipe box 9, be convenient for strengthen the connectivity between center post 12 and the support ring body post 3, do benefit to the horizontal support ability of reinforcing support ring body post 3 through support sleeve rod 15 and support sleeve rod 17.
And finally, grouting is carried out through the top of the central column 12, slurry is pressed in, so that the slurry is discharged through the slurry outlet 14, part of the slurry outlet 14 is communicated with the slurry outlet pipe 18, slurry is guided conveniently through the slurry outlet pipe 18, and uniform slurry discharge is carried out conveniently through the through hole 19.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. River course soft soil foundation reinforcing apparatus, including ground body (1), its characterized in that: the top of the foundation body (1) is movably connected with a top plate (2), the bottom of the top plate (2) is fixedly connected with support ring body columns (3), the inner walls of the support ring body columns (3) are fixedly connected with support ribs (5), through grooves (8) are formed in the outer walls of the support ring body columns (3), and pipe sleeves (9) are fixedly connected to the inner walls, located in the through grooves (8), of the support ring body columns (3);
the top swing joint of roof (2) has backup pad (11), the bottom fixedly connected with center post (12) of backup pad (11), grout outlet (14) have been seted up to the outer wall equidistant of center post (12), the outer wall fixedly connected with support sleeve pipe (15) of center post (12), the inner wall fixed mounting of support sleeve pipe (15) has spring (16), the one end fixed mounting of spring (16) has support loop bar (17), the outer wall fixedly connected with play thick liquid pipe (18) of center post (12).
2. The riverway soft soil foundation reinforcement device of claim 1, wherein: the top of foundation body (1) seted up with support ring body post (3) assorted recess (4), the outer wall fixedly connected with sand grip (7) of support ring body post (3).
3. The soft soil foundation reinforcing device in river course of claim 1, characterized in that: one end of the support rib (5) penetrates through the top of the support ring body column (3) and extends to the bottom of the support ring body column (3), and one end of the support rib (5) is fixedly connected with a rod head (6).
4. The riverway soft soil foundation reinforcement device of claim 1, wherein: the top plate (2) is of an annular structure, the inner diameter of the top plate (2) is the same as that of the support ring body column (3), and a limit groove (10) matched with the support plate (11) is formed in the top of the top plate (2).
5. The riverway soft soil foundation reinforcement device of claim 1, wherein: the vertical center line of the central column (12) and the vertical center line of the support ring body column (3) are located at the same position, and one end of the central column (12) is fixedly connected with a drill bit (13).
6. The riverway soft soil foundation reinforcement device of claim 1, wherein: the supporting sleeve (15) is symmetrically arranged with the vertical center line of the central column (12), the length of the supporting sleeve (15) is smaller than the radius of the supporting ring body column (3), one end of the supporting sleeve rod (17) penetrates through one end of the supporting sleeve (15) and extends to one end of the spring (16), and the shape and the size of the supporting sleeve rod (17) are matched with those of the pipe sleeve (9).
7. The riverway soft soil foundation reinforcement device of claim 1, wherein: the pulp outlet pipe (18) is communicated with the pulp outlet (14), one end of the pulp outlet pipe (18) is arranged in a downward inclined mode, and a through hole (19) is formed in the outer wall of the pulp outlet pipe (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222506499.6U CN218090812U (en) | 2022-09-21 | 2022-09-21 | River course soft soil foundation reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222506499.6U CN218090812U (en) | 2022-09-21 | 2022-09-21 | River course soft soil foundation reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218090812U true CN218090812U (en) | 2022-12-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222506499.6U Active CN218090812U (en) | 2022-09-21 | 2022-09-21 | River course soft soil foundation reinforcing apparatus |
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| Country | Link |
|---|---|
| CN (1) | CN218090812U (en) |
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2022
- 2022-09-21 CN CN202222506499.6U patent/CN218090812U/en active Active
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