CN217517772U - Pile foundation intercepting ditch structure integrating pollution discharge and landscape footpath - Google Patents
Pile foundation intercepting ditch structure integrating pollution discharge and landscape footpath Download PDFInfo
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- CN217517772U CN217517772U CN202221079097.6U CN202221079097U CN217517772U CN 217517772 U CN217517772 U CN 217517772U CN 202221079097 U CN202221079097 U CN 202221079097U CN 217517772 U CN217517772 U CN 217517772U
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- intercepting ditch
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model relates to the technical field of intercepting ditches, in particular to a pile foundation intercepting ditch structure integrating sewage discharge and landscape footpath, which comprises a plurality of intercepting ditch groups arranged side by side, wherein each intercepting ditch group comprises an intercepting ditch, two foundation piles, four cross beams, a dismounting cover plate, a plurality of fixed cover plates, a plurality of blue stone plates and M5 cement mortar, the two foundation piles are arranged below the intercepting ditch at intervals, the four cross beams are arranged at the inner side of the intercepting ditch at intervals, the dismounting cover plate is positioned at the top of the intercepting ditch, the fixed cover plates are arranged at the top of the intercepting ditch side by side, the blue stone plates and the fixed cover plates are fixedly connected by adopting the M5 cement mortar, urban industrial wastewater and domestic sewage are directly intercepted and discharged to an appointed discharge position along a river by arranging the intercepting ditch, the problem of discharge pollution river course is solved fundamentally, and meanwhile, a pedestrian sightseeing road surface is paved on the top surface of the intercepting ditch, the integrated sewage discharge and landscape footpath is realized, and the integrated landscape footpath has the advantages of high rigidity, strong integrity, simple construction process and the like.
Description
Technical Field
The utility model relates to a catch basin technical field especially relates to a pile foundation catch basin structure of blowdown and view pavement integration.
Background
At present, the state vigorously develops river regulation work, requires zero tolerance to river pollution, simultaneously improves river levees, and vigorously develops river-following travel leisure culture, so that industrial wastewater, domestic sewage and the like near a river are discharged to other places only by adopting, but other measures are introduced and discharged only by adopting the height difference relation of plants, resident buildings and the like near the river.
At present, the city is mostly adopted to establish sewage treatment plant near the river course and discharge after handling earlier, and the sewage after the processing still is difficult to reach strict discharge standard, still exists to the river course pollution.
If other ground drainage measures are adopted, the urban layout is greatly influenced, and the organization and construction are difficult, so that a sewage interception ditch structure needs to be designed urgently.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a pile foundation vatch basin structure of blowdown and view pavement integration gets rid of sewage from the root, consolidates the river course river levee simultaneously and reforms transform and combine, realizes blowdown and view pavement integration.
In order to realize the aim, the utility model provides a pile foundation intercepting ditch structure integrating sewage discharge and landscape footpath, which comprises a plurality of intercepting ditch groups arranged side by side, wherein each intercepting ditch group comprises an intercepting ditch, two foundation piles, four cross beams, a detachable cover plate, a plurality of fixed cover plates, a plurality of green stone plates and M5 cement mortar, the two foundation piles are respectively and fixedly connected with the intercepting ditch, the two foundation piles are arranged below the intercepting ditch at intervals, the four cross beams are respectively and fixedly connected with the intercepting ditch, the four cross beams are arranged at intervals at the inner side of the intercepting ditch, the disassembly cover plate is detachably connected with the intercepting ditch, the disassembly cover plate is positioned at the top of the intercepting ditch, a plurality of fixed cover plates are respectively and fixedly connected with the intercepting ditch, the fixed cover plates are arranged at the top of the intercepting ditch side by side, and the green stone plate is fixedly connected with the fixed cover plates by M5 cement mortar.
The length of the intercepting ditch is 10m, the intercepting ditch is formed by pouring reinforced concrete, the width is 5m, the height is 5.6m, and the thickness of a ditch wall is 0.5 m.
The foundation pile is formed by mechanically forming holes and pouring reinforced concrete, the pile diameter is 2m, the pile bottom is anchored into bedrock, and the rock-entering depth is not less than 2 m.
The beam is formed by pouring reinforced concrete and the closure trench at the same time, the length of the beam is 4m, and the section size is 0.4m multiplied by 0.4 m.
Wherein, the closure ditch group still includes the railing stand, the railing stand with closure ditch fixed connection, the railing stand is located the lateral wall top of closure ditch.
Wherein, the damming channel group still includes the afforestation groove, the afforestation groove sets up the top of fixed apron.
The rubber water-stop pipe comprises an intercepting ditch group, wherein an expansion joint is arranged between the intercepting ditch group and the intercepting ditch group, the outer side of the expansion joint is filled with M10 cement mortar, two layers of rubber water-stop belts are arranged between the M10 cement mortar, and polyethylene foam plastic plates are filled between the two layers of rubber water-stop belts and between the rubber water-stop belts and the M10 cement mortar.
The utility model discloses a pile foundation vatch basin structure of blowdown and view pavement integration, through being provided with the vatch basin is held back city industrial waste water and domestic sewage directly along the river and is discharged appointed discharge position, the problem of the discharge pollution river course of having solved from the root, simultaneously, through the vatch basin top surface is mated formation the visitor's sightseeing road surface, has realized blowdown and view pavement integration, has advantages such as rigidity height, wholeness are strong, construction process is simple, accords with the environmental protection requirement, has wide popularization and application prospect.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below.
Fig. 1 is a schematic cross-sectional view of the pile foundation intercepting trench structure of the utility model integrating sewage disposal and landscape footpath.
Fig. 2 is a front schematic view of the pile foundation intercepting trench structure of the utility model integrating sewage discharge and landscape footpath.
Fig. 3 is a cross-sectional view taken along line a-a of fig. 2 according to the present invention.
Fig. 4 is a cross-sectional view taken along line B-B of fig. 3 according to the present invention.
Fig. 5 is a sectional view of the expansion joint between the intercepting ditch groups of the pile foundation intercepting ditch structure of the integration of sewage discharge and landscape footpath.
Fig. 6 is a schematic view of the overlapping treatment of the expansion joint at C-C in fig. 5.
Fig. 7 is a schematic view of the overlapping treatment of the expansion joint at the position D-D in fig. 5.
Fig. 8 is a cross-sectional view taken at E-E in fig. 3 according to the present invention.
1-foundation pile, 2-cut-off ditch, 3-beam, 4-detachable cover plate, 5-M5 cement mortar, 6-slate, 7-railing column, 8-greening groove, 9-expansion joint, 901-M10 cement mortar, 902-rubber waterstop, 903-polyethylene foam plastic plate, 10-supporting part, 101-clamping column, 11-fixing part, 111-clamping groove, 112-containing cavity, 12-spring, 13-fixing plate and 14-fixed cover plate.
Detailed Description
The embodiments of the invention will be described in detail hereinafter, examples of which are illustrated in the accompanying drawings, and the embodiments described hereinafter with reference to the drawings are exemplary and intended to be illustrative of the invention and should not be construed as limiting the invention.
Referring to fig. 1-8, fig. 1 is a cross-sectional view of a pile foundation intercepting trench structure of the present invention, FIG. 2 is a front view of the pile foundation intercepting drain structure of the present invention, fig. 3 is a cross-sectional view taken along line a-a in fig. 2, fig. 4 is a cross-sectional view taken along line B-B in fig. 3, FIG. 5 is a sectional view of the expansion joint between the intercepting trench groups of the pile foundation intercepting trench structure of the integrated sewage drainage and landscape footpath of the present invention, FIG. 6 is a schematic view of the overlapping treatment of the expansion joint at C-C in FIG. 5 of the present invention, fig. 7 is a schematic view of the overlapping treatment of the expansion joint at the position D-D in fig. 5, and fig. 8 is a sectional view of the position E-E in fig. 3. The utility model provides a pile foundation intercepting ditch structure integrating sewage discharge and landscape footpath, which comprises a plurality of intercepting ditch groups arranged side by side, wherein each intercepting ditch group comprises an intercepting ditch 2, two foundation piles 1, four cross beams 3, a detachable cover plate 4, a plurality of fixed cover plates 14, a plurality of green stone plates 6, M5 cement mortar 5, a railing upright post 7 and a greening groove 8;
to this embodiment, two foundation pile 1 respectively with 2 fixed connection at the vatch basin, two 1 interval of foundation pile sets up the below of vatch basin 2, four crossbeam 3 respectively with 2 fixed connection at the vatch basin, four 3 intervals of crossbeam set up the inboard of vatch basin 2, dismantle apron 4 with the vatch basin 2 is dismantled and is connected, dismantle apron 4 is located the top of vatch basin 2, a plurality of fixed cover plate 14 respectively with 2 fixed connection at the vatch basin, it is a plurality of fixed cover plate 14 sets up side by side the top of vatch basin 2, look green board 6 with fixed cover plate 14 adopts M5 cement mortar 5 fixed connection. The foundation pile 1 is used for fixing the intercepting ditch 2, the intercepting ditch 2 is arranged in a U shape, the detachable cover plate 4 and the fixed cover plate 14 are used for sealing the top of the intercepting ditch 2, the detachable cover plate 4 can be opened relative to the intercepting ditch 2 so as to facilitate subsequent flood drainage, dredging and maintenance, the fixed cover plate 14 is fixed with the intercepting ditch 2, the green stone plates 6 are arranged above the detachable cover plate 4 and the fixed cover plate 14 so as to facilitate walking of pedestrians, the green stone plates 6 above the detachable cover plate 4 are directly placed so as to facilitate detachment, the green stone plates 6 above the fixed cover plate 14 and the fixed cover plate 14 are fixed through the M5 cement mortar 5, and the thickness of the M5 5 is 3 cm; the four cross beams 3 support the intercepting trench 2. Through being provided with the catch basin 2 is directly held back city industrial waste water and domestic sewage along the river and is discharged appointed discharge position, the problem of the emission pollution river course of having solved from the root, simultaneously, through 2 top surfaces of catch basin are paved the people's sightseeing road surface, have realized blowdown and view pavement integration, have rigidity height, wholeness strong, construction process simple grade advantage, accord with the environmental protection requirement, have wide popularization and application prospect.
Specifically, the length of intercepting ditch 2 is 10m, adopts reinforced concrete to pour and forms, and the width is 5m, and highly is 5.6m, and ditch wall thickness 0.5m, every the bottom of intercepting ditch 2 is provided with two foundation piles 1, every the inboard middle part of intercepting ditch 2 is provided with 4 crossbeam 3, in order to improve the bulk rigidity of intercepting ditch 2.
In addition, the foundation pile 1 is formed by mechanical pore-forming and pouring reinforced concrete, the pile diameter is 2m, the pile bottom is anchored into the foundation rock, the rock-entering depth is not less than 2m, and the foundation pile 1 is longitudinally arranged along the river channel and rigidly connected with the intercepting ditch 2.
Secondly, the beam 3 is formed by pouring reinforced concrete and the intercepting ditch 2 at the same time, the length of the beam 3 is 4m, the section size is 0.4m multiplied by 0.4m, and two ends of the beam 3 are rigidly connected with the ditch wall of the intercepting ditch 2.
More specifically, railing post 7 with 2 fixed connection of vatch basin, railing post 7 is located the lateral wall top of vatch basin 2, when building during the vatch basin 2, can be in the side ditch top of vatch basin 2 is reserved and is used for the installation the mounting groove of railing post 7, the interval of mounting groove according to the interval between railing post 7 is decided.
Further, the greening groove 8 is arranged above the fixed cover plate 14, the greening groove 8 is directly arranged above the cover plate 4, and the periphery of the greening groove 8 is connected with the pavement of the sidewalk.
Furthermore, an expansion joint 9 is arranged between the intercepting ditch group and the intercepting ditch group, the outer side of the expansion joint 9 is filled with M10 cement mortar 901, two layers of rubber waterstops 902 are arranged between the M10 cement mortar 901, polyethylene foam plastic boards 903 are filled between the two layers of rubber waterstops 902 and between the rubber waterstops 902 and the M10 cement mortar 901, the types of the rubber waterstops are B-FP250-350 × 8, the joints of the rubber waterstops 902 are firmly connected during installation, and the expansion joint 9 is tight and waterproof.
The fixed cover plate 14 and the detachable cover plate 4 are both prefabricated by reinforced concrete, the length is 4.45m, the width is 1m, the thickness is 0.2m, and nine fixed cover plates 14 and one detachable cover plate 4 are arranged above the intercepting ditch 2 of each intercepting ditch group.
Further, the intercepting ditch group also comprises a plurality of supporting components, the supporting components are respectively and fixedly connected with the intercepting ditch 2, are arranged on the inner side of the intercepting ditch 2 at intervals and are positioned below the fixed cover plate 14. The support assembly is used for supporting the fixed cover plate 14 to improve the pressure resistance of the fixed cover plate 14, so as to improve the stability of the fixed cover plate 14.
The supporting component comprises a supporting part 10 and two fixing parts 11, two fixing parts 11 respectively with 2 fixed connections of the intercepting ditch, two fixing parts 11 are respectively located on two side walls of the intercepting ditch 2, two clamping grooves 111 are all arranged at the tops of the fixing parts 11, clamping columns 101 are arranged at two ends of the supporting part 10, the supporting part 10 is detachably connected with the fixing parts 11, the clamping columns 101 at two ends of the supporting part 10 are respectively located at two fixing parts 11, the inside of the clamping grooves 111 is directly used for installing the supporting part 10, the clamping columns 101 are placed in the clamping grooves 111, the supporting part 10 is right for supporting the fixed cover plate 14, and the supporting part 10 is quite simple to disassemble and assemble between the fixing parts 11.
An accommodating cavity 112 is formed in one side face of any one of the clamping grooves 111, a fixing structure is arranged in the accommodating cavity 112, the fixing structure comprises a spring 12 and a fixing plate 13, two ends of the spring 12 are respectively and fixedly connected with the fixing portion 11 and the fixing plate 13, the fixing plate 13 is in sliding connection with the fixing portion 11, the fixing plate 13 is abutted by the spring 12 to abut the fixing plate 13 out of the accommodating cavity 112, so that the clamping groove 111 is shielded by the fixing plate 13, the clamping column 101 is limited in the clamping groove 111, the connection stability between the fixing portion 11 and the supporting portion 10 is improved, when the supporting portion 10 needs to be detached from the fixing portion 11, the fixing plate 13 is pressed to enable the fixing plate 13 to completely enter the accommodating cavity 112, and the clamping column 101 can be taken out of the clamping groove 111, thereby detaching the support 10.
While the above disclosure describes one or more preferred embodiments of the present invention, it is not intended to limit the scope of the claims to such embodiments, and one skilled in the art will understand that all or a portion of the processes performed in the above embodiments may be practiced without departing from the spirit and scope of the claims.
Claims (7)
1. A pile foundation intercepting channel structure integrating pollution discharge and landscape footpath, which is characterized in that,
including a plurality of ditches group that dams that set up side by side, every group catch basin group is including catch basin, two foundation piles, four crossbeams, dismantlement apron, a plurality of fixed cover plate, a plurality of blue or green stone board and M5 cement mortar, two the foundation pile respectively with catch basin fixed connection, two the foundation pile interval sets up the below of catch basin, four the crossbeam respectively with catch basin fixed connection, four the crossbeam interval sets up the inboard of catch basin, dismantle the apron with the connection is dismantled to the catch basin, dismantle the apron is located the top of catch basin, a plurality of fixed cover plate respectively with catch basin fixed connection, it is a plurality of the fixed cover plate sets up side by side the top of catch basin, blue or green stone board with fixed cover plate adopts M5 cement mortar fixed connection.
2. The integrated sewage disposal and landscape walkway pile foundation intercepting channel structure of claim 1,
the length of the intercepting ditch is 10m, the intercepting ditch is formed by pouring reinforced concrete, the width is 5m, the height is 5.6m, and the thickness of the ditch wall is 0.5 m.
3. The integrated sewage disposal and landscape walkway pile foundation intercepting channel structure of claim 2,
the foundation pile is formed by mechanical pore-forming and pouring reinforced concrete, the pile diameter is 2m, the pile bottom is anchored into bedrock, and the rock-entering depth is not less than 2 m.
4. The integrated sewage disposal and landscape walkway pile foundation intercepting channel structure of claim 3,
the cross beam is formed by pouring reinforced concrete and the closure trench at the same time, the length of the cross beam is 4m, and the section size is 0.4m multiplied by 0.4 m.
5. The integrated sewage disposal and landscape walkway pile foundation intercepting channel structure of claim 4,
the catch basin group still includes the railing stand, the railing stand with catch basin fixed connection, the railing stand is located the lateral wall top of catch basin.
6. The integrated sewage disposal and landscape walkway pile foundation intercepting channel structure of claim 5,
the intercepting ditch group also comprises a greening groove which is arranged above the fixed cover plate.
7. The integrated sewage draining and landscape footpath pile foundation intercepting channel structure according to claim 6,
an expansion joint is arranged between the cut-off ditch group and the cut-off ditch group, the outer side of the expansion joint is filled with M10 cement mortar, two layers of rubber waterstops are arranged between the M10 cement mortar, and polyethylene foam plastic plates are filled between the two layers of rubber waterstops and between the rubber waterstops and the M10 cement mortar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202221079097.6U CN217517772U (en) | 2022-05-07 | 2022-05-07 | Pile foundation intercepting ditch structure integrating pollution discharge and landscape footpath |
Applications Claiming Priority (1)
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CN202221079097.6U CN217517772U (en) | 2022-05-07 | 2022-05-07 | Pile foundation intercepting ditch structure integrating pollution discharge and landscape footpath |
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CN217517772U true CN217517772U (en) | 2022-09-30 |
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CN202221079097.6U Active CN217517772U (en) | 2022-05-07 | 2022-05-07 | Pile foundation intercepting ditch structure integrating pollution discharge and landscape footpath |
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2022
- 2022-05-07 CN CN202221079097.6U patent/CN217517772U/en active Active
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