CN220927932U - River course limit sewage pipe network combines board-like barricade arrangement structure of stake - Google Patents
River course limit sewage pipe network combines board-like barricade arrangement structure of stake Download PDFInfo
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- CN220927932U CN220927932U CN202223295445.6U CN202223295445U CN220927932U CN 220927932 U CN220927932 U CN 220927932U CN 202223295445 U CN202223295445 U CN 202223295445U CN 220927932 U CN220927932 U CN 220927932U
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- pipe network
- sewage pipe
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- 239000010865 sewage Substances 0.000 title claims abstract description 41
- 239000002689 soil Substances 0.000 claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 206010063659 Aversion Diseases 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000001914 filtration Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
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Abstract
The utility model provides a river side sewage pipe network combined pile plate type retaining wall arrangement structure which comprises pile plate type retaining walls and sewage pipes, wherein the pile plate type retaining walls are positioned on the river side. The utility model is convenient for limiting and fixing the sewage pipes by arranging the upper arc-shaped fixing plate, the lower arc-shaped fixing plate and the limiting rod, so that during operation, a worker firstly fixes the limiting rod and the fixing blocks on the surface of the baffle plate through the fastening pieces, then lays the sewage pipes on the lower arc-shaped fixing plate, then clamps the upper arc-shaped fixing plate on the sewage pipes, aligns the second fixing holes on the surfaces of the upper arc-shaped fixing plate and the lower arc-shaped fixing plate, and then fixes the upper arc-shaped fixing plate and the lower arc-shaped fixing plate through the fastening pieces.
Description
Technical Field
The utility model relates to the technical field of municipal engineering construction, in particular to a river side sewage pipe network combined pile plate type retaining wall arrangement structure.
Background
When the gravity type retaining wall back is subjected to sewage pipe network construction, as the bearing capacity of the river bank soft foundation cannot meet the design requirement, subsidence is easy to generate, the wall back is backfilled after the wall body support is needed to be firstly made on a road section with unstable side slope, earth excavation can be carried out, and finally the sewage pipe network construction is carried out so as to prevent collapse in the construction process.
The prior art discloses the publication number: CN212866028U, a river side sewage pipe network combined pile plate type retaining wall arrangement structure, a pile plate type retaining wall positioned at the river side, a sewage pipe buried in backfill 2-3 meters away from the river side of the pile plate type retaining wall; the pile plate type retaining wall comprises a plurality of cast-in-place piles with lower parts embedded into soil layers, wherein the upper parts of the cast-in-place piles bear pier columns, and the side surfaces of the pier columns are fixed with retaining plates; the elevation of the sewage pipe is higher than the design river line and lower than the top elevation of the pier stud. The utility model is applied to the arrangement of the sewage pipe network near the edge of a river, can meet the requirement of sewage collection of buildings around the river, can also keep the slope stability of a soft river bed foundation, prevent the slope from being deformed and unstable due to slope landslide, can shrink the slope toe to reduce the earthwork, and can achieve economy and stability.
Therefore, it is necessary to provide a river side sewage pipe network combined pile plate type retaining wall arrangement structure to solve the above technical problems.
Disclosure of utility model
The utility model provides a river side sewage pipe network combined pile plate type retaining wall arrangement structure, which solves the problems in the background technology.
In order to solve the technical problems, the river side sewage pipe network combined pile plate type retaining wall arrangement structure comprises a pile plate type retaining wall and a sewage pipe, wherein the pile plate type retaining wall is positioned at the river side, the sewage pipe is buried in backfill soil 2-3 meters away from the river bank side of the pile plate type retaining wall, the pile plate type retaining wall comprises a plurality of filling piles with lower parts embedded into soil layers, a drain pipe is arranged on one side, far away from a river channel, of each filling pile, a limiting mechanism is arranged on the outer side surface of each drain pipe and consists of an upper arc-shaped fixing plate and a lower arc-shaped fixing plate, each drain pipe is clamped between the upper arc-shaped fixing plate and the lower arc-shaped fixing plate, second fixing holes are formed in two ends of the upper arc-shaped fixing plate and the lower arc-shaped fixing plate (the upper arc-shaped fixing plate and the lower arc-shaped fixing plate penetrate through the second fixing holes through fasteners), a limiting rod is arranged at one end of each lower arc-shaped fixing plate, a fixing block is arranged on the surface of each retaining plate, and the limiting rod penetrates through the first fixing holes and the fixing blocks through the fasteners.
Preferably, the bored concrete pile top is provided with the cushion cap, the pier stud is vertically installed at the cushion cap top, pier stud surface mounting has the retaining plate, the spillway hole has been seted up on retaining plate surface, the water draining Kong Nabu joint has the cartridge filter, cartridge filter one end is provided with the clearance lid.
Preferably, the pier is characterized in that a crown beam is arranged above the pier column to connect the pier column.
Preferably, a plurality of water discharge holes are formed, the water discharge holes are formed in the surface of the water baffle at equal intervals, and the backfill soil is formed by clamping broken stones.
Compared with the related art, the river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model has the following beneficial effects:
1. Compared with the prior art, river course limit sewage pipe network combines the board-like barricade arrangement structure of stake, through setting up arc fixed plate, lower arc fixed plate, the cooperation of gag lever post is used, be convenient for the spacing fixed to the blow off pipe, make gag lever post and baffle plate surface's fixed block fixed earlier through the fastener when the operation, afterwards lay the blow off pipe on lower arc fixed plate, afterwards on last arc fixed plate joint to the blow off pipe, make the second fixed orifices on last arc fixed plate and lower arc fixed plate surface align, afterwards the rethread fastener is fixed last arc fixed plate and lower arc fixed plate can, this mode easy operation, be convenient for to the fixed and spacing of blow off pipe, avoid removing because of the aversion of backfill soil, guarantee the normal use of blow off pipe, improve its life.
2. Compared with the prior art, river course limit sewage pipe network combines the board-like barricade arrangement structure of stake, through setting up clearance pipe and cartridge filter, be convenient for after the installation of retaining board, the staff is inside to the water discharge hole through the cartridge filter joint to under the filtration of cartridge filter, avoid backfill soil inside soil to cause the jam to the water discharge hole, the cartridge filter can be guaranteed simultaneously and cause and be the water discharge function.
Drawings
FIG. 1 is a schematic structural view of a river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model;
fig. 2 is a schematic diagram of a limit rod structure of a river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model;
FIG. 3 is a schematic view of a retaining plate structure of a river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model;
FIG. 4 is a schematic view of a cleaning cover structure of a river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model;
fig. 5 is a schematic diagram of a lower arc-shaped fixing plate structure of the river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model.
Reference numerals in the drawings:
1. Filling piles; 2. bearing platform; 3. pier column; 4. a crown beam; 5. a soil retaining plate; 6. a limit rod; 7. a blow-down pipe; 8. an upper arc-shaped fixing plate; 9. a fixed block; 10. cleaning the cover; 11. a water discharge hole; 12. a filter cartridge; 13. a first fixing hole; 14. a lower arc-shaped fixing plate; 15. and a second fixing hole.
Detailed Description
The utility model will be further described with reference to the drawings and embodiments.
First embodiment
Please refer to fig. 1-5 in combination. River course limit sewage pipe network combines board-like barricade arrangement structure, including board-like barricade of stake and sewer pipe, board-like barricade of stake is located the river course limit, the sewer pipe buries in the backfill of 2-3 meters from the river bank side of board-like barricade of stake, board-like barricade of stake includes the bored concrete pile 1 of a plurality of lower parts embedding soil layers, and one side that bored concrete pile 1 is kept away from the river course is provided with blow off pipe 7, blow off pipe 7 outside surface is provided with stop gear, stop gear comprises last arc fixed plate 8 and lower arc fixed plate 14, blow off pipe 7 centre gripping is between last arc fixed plate 8 and lower arc fixed plate 14, it is provided with second fixed orifices 15 to go up arc fixed plate 8 and lower arc fixed plate 14 both ends, it is fixed that upward arc fixed orifices runs through second fixed orifices 15 through the fastener, arc fixed plate 14 one end is provided with gag lever post 6 down.
Through setting up arc fixed plate 8, lower arc fixed plate 14, the cooperation of gag lever post 6 is used, be convenient for fixed to the spacing of blow off pipe 7, make when the operation, the staff makes gag lever post 6 earlier fixed with baffle plate surface's fixed block 9 through the fastener, later lay blow off pipe 7 on lower arc fixed plate 14, later on fixing plate 8 joint blow off pipe 7, make the second fixed orifices 15 on upper arc fixed plate 8 and lower arc fixed plate 14 surface align, later the rethread fastener is fixed upper arc fixed plate 8 and lower arc fixed plate 14 can, this mode easy operation, be convenient for be fixed and spacing to blow off pipe 7, avoid removing because of the aversion of backfill, guarantee the normal use of blow off pipe 7, improve its life.
The working principle of the river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model is as follows:
The river course limit sewage pipe network combines stake board-like barricade arrangement structure, when the operation, the staff makes gag lever post 6 earlier fixed with fixed block 9 on baffle board surface through the fastener, afterwards lay drain 7 on lower arc fixed plate 14, afterwards on last arc fixed plate 8 joint drain 7, make the second fixed orifices 15 on upper arc fixed plate 8 and lower arc fixed plate 14 surface align, afterwards the rethread fastener is fixed upper arc fixed plate 8 and lower arc fixed plate 14 can, this mode easy operation, be convenient for to the fixed and spacing of drain 7, avoid removing because of the aversion of backfill, guarantee the normal use of drain 7, improve its life, through setting up cleaning tube and cartridge filter 12, be convenient for after the installation of retaining plate 5, the staff is inside cartridge filter 12 joint drain 11 through the clearance ring, thereby under the filtration of cartridge filter 12, avoid the inside soil of backfill to cause the jam to drain 11, cartridge filter 12 can guarantee simultaneously to cause and be the function of draining.
Compared with the related art, the river side sewage pipe network combined pile plate type retaining wall arrangement structure provided by the utility model has the following beneficial effects:
The river course limit sewage pipe network combines the cooperation of stake board-like barricade arrangement structure, through setting up arc fixed plate 8, lower arc fixed plate 14, spacing pole 6 uses, be convenient for to the spacing fixed of blow off pipe 7, make the fixed block 9 of gag lever post 6 and baffle board surface fix earlier through the fastener when the operation, afterwards lay blow off pipe 7 on lower arc fixed plate 14, afterwards on last arc fixed plate 8 joint blow off pipe 7, make the second fixed orifices 15 on last arc fixed plate 8 and lower arc fixed plate 14 surface align, afterwards the rethread fastener is fixed last arc fixed plate 8 and lower arc fixed plate 14, this mode easy operation, be convenient for to fix and spacing blow off pipe 7, avoid removing because of the aversion of backfill soil, guarantee the normal use of blow off pipe 7, improve its life, be convenient for after retaining plate 5 installation is accomplished, the staff is through clear up the ring and is the cartridge filter 11 inside the cartridge 12 joint, thereby under the filtration of 12, the inside soil backfill is avoided causing the cartridge filter 11 to cause the function to fill water to the cartridge 11 simultaneously.
Second embodiment
Referring to fig. 1 to 5 in combination, according to the first embodiment of the present application, a river-side sewage pipe network combined pile-plate retaining wall arrangement structure is provided. The second embodiment is merely a preferred manner of the first embodiment, and implementation of the second embodiment does not affect the implementation of the first embodiment alone.
Specifically, the second embodiment of the application provides a river side sewage pipe network combined pile plate type retaining wall arrangement structure, which is different in that a pile cap 2 is arranged at the top end of a filling pile 1, a pier column 3 is vertically arranged at the top of the pile cap 2, a retaining plate 5 is arranged on the surface of the pier column 3, a water leakage hole 11 is formed in the surface of the retaining plate 5, a filter cartridge 12 is clamped in the water leakage hole 11, a cleaning cover 10 is arranged at one end of the filter cartridge 12, a fixed block 9 is arranged on the surface of the retaining plate 5, a first fixed hole 13 is formed in the surface of the fixed block 9 and the surface of a limiting rod 6, the limiting rod 6 penetrates through the first fixed hole 13 and is fixed with the fixed block 9 through a fastener, a crown beam 4 is arranged above the pier column 3 to connect the pier column, a plurality of water leakage holes 11 are formed in the surface of the retaining plate, the water leakage holes 11 are equidistantly formed in the surface of the retaining plate, and the backfill is formed by earth.
Through setting up clearance pipe and cartridge filter 12, be convenient for after the installation of retaining board 5 is accomplished, the staff passes through the clearance ring to cartridge filter 12 joint to the discharge port 11 inside to under the filtration of cartridge filter 12, avoid backfill soil inside to cause the jam to discharge port 11, cartridge filter 12 can guarantee simultaneously to cause and be the water function.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (6)
1. River course limit sewage pipe network combines board-like barricade arrangement structure, including board-like barricade of stake and sewer pipe, its characterized in that, board-like barricade of stake is located the river limit, the sewer pipe buries in the backfill soil from the river bank side 2-3 meters of board-like barricade of stake, board-like barricade of stake includes bored concrete pile (1) of a plurality of lower parts embedding soil layers, and one side that the river course was kept away from to bored concrete pile (1) is provided with blow off pipe (7), blow off pipe (7) outside surface is provided with stop gear, stop gear comprises last arc fixed plate (8) and lower arc fixed plate (14), blow off pipe (7) centre gripping is between last arc fixed plate (8) and lower arc fixed plate (14), it is fixed that the second fixed hole (15) are run through to go up arc fixed plate (8) and lower arc fixed plate (14) one end, lower arc fixed plate (14) one end is provided with gag lever post (6).
2. The river course limit sewage pipe network combines board-like barricade arrangement structure of stake according to claim 1, characterized in that, bored concrete pile (1) top is provided with cushion cap (2), pier stud (3) are vertically installed at cushion cap (2) top, pier stud (3) surface mounting has soil retaining plate (5), drain hole (11) have been seted up on soil retaining plate (5) surface, the inside joint of drain hole (11) has cartridge filter (12), cartridge filter (12) one end is provided with clearance lid (10).
3. The river side sewage pipe network combined pile plate type retaining wall arrangement structure according to claim 2, wherein a fixed block (9) is arranged on the surface of the retaining plate (5), first fixed holes (13) are formed in the surface of the fixed block (9) and the surface of the limiting rod (6), and the limiting rod (6) penetrates through the first fixed holes (13) through a fastener to be fixed with the fixed block (9).
4. The river side sewage pipe network combined pile plate type retaining wall arrangement structure according to claim 2, wherein a crown beam (4) is arranged above the pier column (3) to connect the pier columns.
5. The river side sewage pipe network combined pile plate type retaining wall arrangement structure according to claim 2, wherein a plurality of water draining holes (11) are formed, and the water draining holes (11) are formed on the surface of the water retaining plate at equal intervals.
6. The river side sewage pipe network combined pile plate type retaining wall arrangement structure according to claim 1, wherein the backfill soil is ground clip gravel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223295445.6U CN220927932U (en) | 2022-12-08 | 2022-12-08 | River course limit sewage pipe network combines board-like barricade arrangement structure of stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223295445.6U CN220927932U (en) | 2022-12-08 | 2022-12-08 | River course limit sewage pipe network combines board-like barricade arrangement structure of stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220927932U true CN220927932U (en) | 2024-05-10 |
Family
ID=90938228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223295445.6U Active CN220927932U (en) | 2022-12-08 | 2022-12-08 | River course limit sewage pipe network combines board-like barricade arrangement structure of stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220927932U (en) |
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2022
- 2022-12-08 CN CN202223295445.6U patent/CN220927932U/en active Active
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