CN114458332A - Vibrating precipitation slag pit - Google Patents
Vibrating precipitation slag pit Download PDFInfo
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- CN114458332A CN114458332A CN202210118548.0A CN202210118548A CN114458332A CN 114458332 A CN114458332 A CN 114458332A CN 202210118548 A CN202210118548 A CN 202210118548A CN 114458332 A CN114458332 A CN 114458332A
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- Prior art keywords
- pit
- water
- vibrating
- permeable
- precipitation
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- 238000001556 precipitation Methods 0.000 title claims abstract description 35
- 239000002893 slag Substances 0.000 title claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 125
- 239000004575 stone Substances 0.000 claims description 42
- 230000003014 reinforcing effect Effects 0.000 claims description 33
- 229910000831 Steel Inorganic materials 0.000 claims description 31
- 239000010959 steel Substances 0.000 claims description 31
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 10
- 239000002689 soil Substances 0.000 abstract description 14
- 239000011449 brick Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 230000005641 tunneling Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The invention relates to the technical field of muck treatment, in particular to a vibrating precipitation slag pit. The vibrating precipitation slag pit comprises a water collecting pit body, a vibrating mechanism and a water permeable pit body; the water permeable pit body is accommodated in the water collecting pit body and is used for accommodating muck; the vibration mechanism is arranged in the water collecting pit body and is used for driving the water permeating pit body to vibrate. The vibrating precipitation slag pit can seep clean water from the bottom and the periphery of the water permeable pit body through the dead weight and vibration of the slag soil so as to reduce the water content of the slag soil.
Description
Technical Field
The invention relates to the technical field of muck treatment, in particular to a vibrating precipitation slag pit.
Background
Underground space resources represented by subways are developed and utilized to enter a rapid development stage, and in tunnel construction, a shield method has the advantages of high automation degree, safe excavation and splicing of a lining, high tunneling speed, small interference to ground environment and the like and is widely applied.
Due to the shield tunneling requirement, the slag soil needs to have good fluidity, the water content of the slag soil is often high, and particularly under the improvement of foam and the like, the slag soil is in a high-fluidity and high-compression state for a long time after shield tunneling. The slurry is easy to cause environmental pollution problems such as throwing, dripping and leakage in transportation, and the slurry is piled up to occupy a large amount of land resources.
Disclosure of Invention
The invention aims to provide a vibrating precipitation slag pit which can reduce the water content of slag soil by seeping clean water from the bottom and the periphery of a water permeable pit body through the self weight and vibration of the slag soil.
Embodiments of the invention may be implemented as follows:
the invention provides a vibrating precipitation slag pit which comprises a water collecting pit body, a vibrating mechanism and a water permeable pit body;
the water permeable pit body is accommodated in the water collecting pit body and is used for accommodating muck;
the vibration mechanism is arranged in the water collecting pit body and is used for driving the water permeating pit body to vibrate.
In an alternative embodiment, the sump body comprises a bottom platform and a sump wall; the pit wall is arranged around the peripheral outline of the base platform and is connected with the base platform;
at least one water drainage groove is formed in the periphery of the bottom platform, and a water outlet communicated with the water drainage groove is formed in the pit wall.
In an alternative embodiment, the vibration mechanism comprises at least one vibration table; the bottom platform is provided with at least one mounting position;
the shaking table is installed in the installation position, and the shaking table is arranged in to the bottom of the pit body that permeates water.
In an optional embodiment, the water permeable pit body comprises a bearing platform and a water permeable wall body;
the permeable wall body is arranged around the peripheral outline of the bearing platform and connected with the bearing platform;
the bottom of plummer is seted up a plurality of drainage channels with the water drainage tank intercommunication.
In an optional embodiment, the water permeable pit body further comprises a water permeable stone layer laid on the upper table top of the bearing table.
In an optional embodiment, the permeable wall comprises a fixing frame and a permeable stone wall; a plurality of fixing holes are formed in the periphery of the bearing table;
the permeable stone wall is arranged around the periphery outline of the bearing table, and the fixing frame is connected to the fixing hole and used for fixing the permeable stone wall.
In an alternative embodiment, the permeable stone wall comprises a plurality of permeable stone columns which are sequentially arranged at intervals around the peripheral outline of the bearing platform;
the fixing frame comprises a plurality of steel frames which are arranged at intervals in sequence around the peripheral outline of the bearing table, and each steel frame is connected with one fixing hole; the relative both sides of every steelframe all possess the mounting groove that the installation permeable stone was listed as, and the relative mounting groove of two adjacent steelframes is used for installing same permeable stone and is listed as.
In an alternative embodiment, the steel frame is an H-shaped steel perpendicular to the bearing table.
In an optional embodiment, the fixing frame comprises a plurality of reinforcing cross beams, a plurality of reinforcing cross beams are distributed on each side of the permeable stone wall, the reinforcing cross beams on the same side of the permeable stone wall are arranged in parallel, and each reinforcing cross beam is detachably connected with all steel frames on the same side through screws.
In an alternative embodiment, the fixing frame further comprises a first reinforcing frame and a second reinforcing frame;
the first reinforcing frame is arranged at the corner of the bearing table and detachably connected with the steel frame at the corner through screws;
the second reinforcing frame is arranged at the corner of the bearing table and is connected with the end part of the reinforcing beam at the corner.
The embodiment of the invention has the beneficial effects that:
the vibrating precipitation slag pit comprises a water collecting pit body, a vibrating mechanism and a water permeable pit body; the water permeable pit body is accommodated in the water collecting pit body and is used for accommodating muck; the vibration mechanism is arranged in the water collecting pit body and is used for driving the water permeating pit body to vibrate.
When the dregs are contained in the permeable pit body, water in the dregs can seep out from the bottom and the periphery of the permeable pit body through the self weight of the dregs, the permeable pit body is driven to vibrate through the vibration mechanism, the seepage of the water in the dregs can be accelerated, and the moisture content of the dregs can be reduced through the mode.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic structural diagram of a vibrating precipitation slag pit according to an embodiment of the present invention;
FIG. 2 is a cross-sectional view of a vibrating precipitation pit according to an embodiment of the present invention;
FIG. 3 is a schematic structural diagram of a vibrating mechanism according to an embodiment of the present invention;
FIG. 4 is an exploded view of a vibrating precipitation pit according to an embodiment of the present invention;
FIG. 5 is a schematic view of a structure of a base table according to an embodiment of the present invention;
FIG. 6 is a schematic structural diagram of a carrier stage according to an embodiment of the present disclosure;
FIG. 7 is a schematic structural view of a water permeable wall according to an embodiment of the present invention;
FIG. 8 is a partial schematic view of FIG. 7;
FIG. 9 is a schematic structural view of a steel frame and a permeable stone column according to an embodiment of the present invention;
fig. 10 is a partial schematic view of fig. 9.
Icon: 200-vibration type precipitation slag pit; 210-a sump body; 220-a vibration mechanism; 230-water permeable pit body; 211-a base table; 212-pit wall; 213-a drainage channel; 214-a drain opening; 215-a sump; 216-cable ports; 221-a vibration table; 217-mounting position; 231-a carrier table; 232-permeable wall body; 233-drainage channel; 234-a water-permeable stone layer; 235-a fixed frame; 236-permeable stone walls; 237-fixation holes; 238-permeable stone column; 239-steel frame; 241-mounting grooves; 242-a reinforcement beam; 243-a first reinforcement cage; 244-a second stiffener; 245-shim.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that if the terms "upper", "lower", "inside", "outside", etc. indicate an orientation or a positional relationship based on that shown in the drawings or that the product of the present invention is used as it is, this is only for convenience of description and simplification of the description, and it does not indicate or imply that the device or the element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.
Furthermore, the appearances of the terms "first," "second," and the like, if any, are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
It should be noted that the features of the embodiments of the present invention may be combined with each other without conflict.
Fig. 1-4 illustrate the structure of a vibrating precipitation pit in an embodiment of the present invention, and the embodiment provides a vibrating precipitation pit 200, and the vibrating precipitation pit 200 includes a water collection pit body 210, a vibrating mechanism 220 and a water permeable pit body 230;
the water permeable pit body 230 is accommodated in the water collecting pit body 210, and the water permeable pit body 230 is used for accommodating muck;
the vibration mechanism 220 is installed in the sump body 210, and the vibration mechanism 220 is used to drive the water sump body 230 to vibrate.
The working principle of the vibrating precipitation slag pit 200 is as follows:
referring to fig. 1-4, the vibrating precipitation slag pit 200 includes a water collection pit body 210, a vibrating mechanism 220 and a water permeable pit body 230; wherein, the water-permeable pit body 230 is accommodated in the water-collecting pit body 210, and the water-permeable pit body 230 is used for accommodating muck; the vibration mechanism 220 is installed in the sump body 210, and the vibration mechanism 220 is used to drive the water sump body 230 to vibrate.
When the muck is contained in the water permeable pit body 230, water in the muck can seep out from the bottom and the periphery of the water permeable pit body 230 due to the self weight of the muck, the vibration mechanism 220 drives the water permeable pit body 230 to vibrate, and further the seepage of the water in the muck can be accelerated, so that the water content of the muck can be reduced through the mode. And moreover, muddy water can be effectively layered by controlling the vibration frequency and the vibration amplitude, the precipitation efficiency is improved, and meanwhile, the blockage of the water permeable material can be reduced.
In this embodiment, the water-permeable pit body 230 is used for accommodating the dregs and allowing water in the dregs to seep out from the bottom and the periphery of the water-permeable pit body 230, and the water-collecting pit body 210 is used for collecting and discharging the water seeped out from the bottom and the periphery of the water-permeable pit body 230.
Further, referring to fig. 1-5, fig. 5 shows a structure of a bottom platform in an embodiment of the present invention, in the embodiment, when the water collection pit body 210 is disposed, the water collection pit body 210 includes a bottom platform 211 and a pit wall 212; the pit wall 212 is arranged around the outer peripheral contour of the base 211 and connected with the base 211;
at least one drain groove 213 is formed in the outer periphery of the base 211, and a drain port 214 communicating with the drain groove 213 is provided in the pit wall 212.
With this arrangement, when water in the soil can seep out from the bottom and the periphery of the water permeable pit body 230, the water flows into the drain groove 213 on the outer periphery of the base 211 and is discharged outside through the drain port 214 in the pit wall 212. The drain groove 213 may be provided such that the drain groove 213 is inclined, and the height of the drain groove 213 near the drain port 214 is lower than the height of the other end of the drain groove 213, and water seeping from the soil is guided to flow toward the drain port 214. It should be noted that, in the present embodiment, when one drain groove 213 is provided, it may be provided on one side of the base 211; and when a plurality of drain grooves 213 are provided, the plurality of drain grooves 213 are distributed on different sides of the base 211, and thus, a plurality of drain holes 214 may be provided on the pit wall 212, so that water in each drain groove 213 can be drained through the drain holes 214.
In the present embodiment, the bottom base 211 is further provided at its outer periphery with a sump 215, the sump 215 is located at the lower end of the drain tank 213 to collect water in the drain tank 213, and the sump 215 communicates with the drain port 214, so that water in the drain tank 213 is collected in the sump 215 and then drained through the drain port 214.
Further, referring to fig. 1 to 5, as can be seen from the above, in the present embodiment, when the sediment is subjected to precipitation, precipitation is performed by the self weight of the sediment, and the seepage of water in the sediment is accelerated by vibrating the water permeable pit body 230, so that when the vibration mechanism 220 is provided, the vibration mechanism 220 includes at least one vibration table 221; the base 211 is provided with at least one mounting position 217; the vibration table 221 is installed on the installation position 217, and the bottom of the water permeable pit 230 is placed on the vibration table 221. The pit wall 212 is provided with a cable port 216, and the cable port 216 is used for passing a cable of the vibration table 221.
In the present embodiment, the vibration mechanism 220 includes four vibration tables 221, and the bottom table 211 has four mounting positions 217; four vibration tables 221 are mounted on one mounting position 217.
Further, referring to fig. 6 to 10, fig. 6 shows a structure of a bearing platform in an embodiment of the present invention, and fig. 7 to 10 show a structure of a water permeable wall in an embodiment of the present invention, in this embodiment, when the water permeable pit body 230 is disposed, the water permeable pit body 230 functions to accommodate the muck and enable water in the muck to seep out from the bottom and the periphery of the water permeable pit body 230, specifically, the water permeable pit body 230 includes a bearing platform 231 and a water permeable wall 232; the permeable wall 232 is arranged around the outer periphery of the bearing table 231 and connected to the bearing table 231; the bottom of the susceptor 231 is opened with a plurality of drain channels 233 communicating with the drain grooves 213.
Therefore, by such an arrangement, the water in the soil can be drained from the drainage channel 233 at the bottom of the bearing platform 231 to the drainage channel 213, and at the same time, the water can be drained to the drainage channel 213 through the permeable wall 232, so that the water in the soil can seep out from the bottom and the periphery of the permeable pit body 230.
When the drainage channel 233 is installed, the water permeable pit 230 further includes a permeable stone layer 234 laid on the upper surface of the platform 231. Therefore, water seeped from the dregs in the water permeable pit 230 can enter the drainage channel 233 through the permeable stone layer 234 and then be drained into the drainage tank 213, and meanwhile, water seeped from the dregs in the water permeable pit 230 can also permeate out of the water permeable wall 232 and flow into the drainage tank 213; the water collected in the drain tank 213 flows into the sump 215 and then is drained through the drain port 214.
When the permeable wall 232 is arranged, the permeable wall 232 comprises a fixing frame 235 and a permeable stone wall 236; a plurality of fixing holes 237 are formed in the periphery of the bearing table 231; the permeable stone walls 236 are arranged around the outer circumference of the bearing table 231, and the fixing frames 235 are connected to the fixing holes 237 and fix the permeable stone walls 236.
Specifically, the permeable stone wall 236 includes a plurality of permeable stone columns 238 arranged in sequence at intervals around the outer peripheral profile of the bearing table 231;
in order to fix the permeable stone wall 236, the fixing frame 235 comprises a plurality of steel frames 239, and the steel frames 239 are H-shaped steel vertical to the bearing table 231; a plurality of steel frames 239 are sequentially arranged at intervals around the peripheral contour of the bearing table 231, and each steel frame 239 is connected to one fixing hole 237; the opposite two sides of each steel frame 239 all possess the mounting groove 241 of installation permeable stone row 238, and the relative mounting groove 241 of two adjacent steel frames 239 is used for installing same permeable stone row 238.
In addition, when the permeable stone row 238 is installed in the installation groove 241 of the steel frame 239, a spacer 245 may be added to a position where the permeable stone row 238 is installed in the groove wall of the installation groove 241 to improve stability.
In order to improve the installation stability of the permeable stone wall 236, the fixing frame 235 includes a plurality of reinforcing beams 242, a plurality of reinforcing beams 242 are distributed on each side of the permeable stone wall 236, the reinforcing beams 242 located on the same side of the permeable stone wall 236 are arranged in parallel, and each reinforcing beam 242 is detachably connected with all steel frames 239 on the same side through screws.
In addition, the fixing frame 235 may further include a first reinforcing frame 243 and a second reinforcing frame 244; the first reinforcing frame 243 is arranged at a corner of the bearing table 231 and detachably connected with the steel frame 239 at the corner through a screw; the second reinforcing frame 244 is disposed at a corner of the carrier 231 and connected to an end of the reinforcing beam 242 at the corner.
Thus, the reinforcing beam 242, the first reinforcing frame 243, and the second reinforcing frame 244 are provided, whereby the steel frame 239 to which the permeable stone rows 238 are fixed can be fixed, and the stability of the use of the water permeable pit body 230 can be improved.
In summary, referring to fig. 1-10, the work flow of the vibrating precipitation slag pit 200 is as follows:
firstly, building a concrete water collecting pit body 210; meanwhile, a mounting position 217 slightly larger than the size of the vibration table 221 is reserved on the bottom table 211 according to the size of the vibration table 221;
installing the vibration table 221 in the installation position 217, wherein the height of the table top of the vibration table 221 is slightly higher than that of the bottom table 211;
installing a water permeable pit body 230; placing the bearing table 231 on the table top of the plurality of vibration tables 221, and paving a water-permeable stone layer 234 on the surface of the bearing table 231, wherein the water-permeable stone layer 234 consists of a plurality of water-permeable bricks; wherein, the outer edge of the bearing platform 231 is slightly larger than the edge of the bottom platform 211, so that the water seeped from the dregs in the water permeable pit body 230 can flow into the drainage channel 213 from the side and the bottom of the water permeable pit body 230;
a plurality of steel frames 239 are correspondingly arranged in the fixing holes 237 on the bearing table 231 one by one, and a reinforcing beam 242, a first reinforcing frame 243 and a second reinforcing frame 244 are arranged to form a force-bearing fixing frame 235;
and finally, slowly placing the water permeable bricks along the steel frames 239, placing a row of water permeable bricks between two adjacent steel frames 239 along the extending direction of the steel frames 239 when placing the water permeable bricks, wherein two ends of the water permeable bricks in the same row are respectively matched with the mounting grooves 241 of the two adjacent steel frames 239.
When the water-permeable pit works, the excavator puts the dregs into the water-permeable pit body 230, when the dregs are higher than two thirds of the steel frame 239, the dregs are stopped to be added, the vibration table 221 is started, water in the dregs seeps out from the bottom and the periphery of the water-permeable pit body 230 at the same time and is collected in the water drainage tank 213, and the water in the water drainage tank 213 can be drained through the water drainage port 214 after flowing into the water collection pit 215;
depending on the environmental conditions and the construction conditions, the percolate can be freely discharged by means of the water discharge 214 or can be pumped out by means of a water pump.
Based on the above, the vibrating precipitation slag pit 200 has the following advantages:
(1) the gravity of the slag soil can be fully utilized to seep water from 5 surfaces, so that the water permeable area of the slag soil is greatly increased;
(2) the vibrating table 221 is installed at the bottom of the water permeable pit body 230, so that the precipitation efficiency of the muck can be effectively increased, and meanwhile, muddy water can be effectively layered, and the blocking condition of the water permeable material can be reduced;
(3) the water permeable pit body 230 is a combined assembly structure, is a modular component, is convenient to disassemble, replace and clean, and meanwhile, the vibration table 221 and the water permeable pit body 230 can be reused;
(4) the space in the slag pit is large, and no redundant auxiliary structure exists in the pit, so that the operation of stirring, placing, digging and the like of the slag soil by an engineering vehicle on a construction site is facilitated.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention are included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (10)
1. The utility model provides a vibrating precipitation slag pit which characterized in that:
the vibrating precipitation slag pit comprises a water collecting pit body, a vibrating mechanism and a water permeable pit body;
the water permeable pit body is accommodated in the water collecting pit body and is used for accommodating muck;
the vibration mechanism is installed in the sump body, and the vibration mechanism is used for driving the water permeable pit body to vibrate.
2. A vibrating precipitation pit according to claim 1, wherein:
the water collecting pit body comprises a bottom platform and a pit wall; the pit wall is arranged around the peripheral outline of the base platform and is connected with the base platform;
at least one water drainage tank is arranged on the periphery of the bottom platform, and a water outlet communicated with the water drainage tank is formed in the pit wall.
3. A vibrating precipitation pit according to claim 2, wherein:
the vibration mechanism comprises at least one vibration table; the bottom table is provided with at least one mounting position;
the vibrating table is installed on the installation position, and the bottom of the water permeable pit body is arranged on the vibrating table.
4. A vibrating precipitation pit according to any one of claims 1-3, wherein:
the water permeable pit body comprises a bearing platform and a water permeable wall body;
the permeable wall body is arranged around the peripheral outline of the bearing table and connected to the bearing table;
and a plurality of drainage channels communicated with the drainage grooves are formed in the bottom of the bearing platform.
5. A vibrating precipitation pit according to claim 4, wherein:
the water permeable pit body further comprises a water permeable stone layer laid on the upper table top of the bearing table.
6. A vibrating precipitation pit according to claim 4, wherein:
the permeable wall comprises a fixing frame and a permeable stone wall; a plurality of fixing holes are formed in the periphery of the bearing table;
the permeable stone wall is arranged around the periphery outline of the bearing table, and the fixing frame is connected with the fixing holes and fixes the permeable stone wall.
7. A vibrating precipitation pit according to claim 6, wherein:
the permeable stone wall comprises a plurality of permeable stone columns which are sequentially arranged around the peripheral outline of the bearing table at intervals;
the fixing frame comprises a plurality of steel frames which are sequentially arranged at intervals around the peripheral outline of the bearing table, and each steel frame is connected with one fixing hole; every the relative both sides of steelframe all possess the installation the mounting groove that the permeable stone was listed as, adjacent two the relative mounting groove of steelframe is used for installing same the permeable stone is listed as.
8. A vibrating precipitation pit according to claim 7, wherein:
the steel frame is perpendicular to the H-shaped steel of the bearing table.
9. A vibrating precipitation pit according to claim 7, wherein:
the fixing frame comprises a plurality of reinforcing cross beams, a plurality of reinforcing cross beams are distributed on each side of the permeable stone wall, the reinforcing cross beams are arranged on the same side of the permeable stone wall in parallel, and each reinforcing cross beam is detachably connected with all the steel frames on the same side through screws.
10. A vibrating precipitation pit according to claim 9, wherein:
the fixing frame also comprises a first reinforcing frame and a second reinforcing frame;
the first reinforcing frame is arranged at the corner of the bearing table and detachably connected with the steel frame at the corner through a screw;
the second reinforcing frame is arranged at the corner of the bearing table and connected with the end part of the reinforcing beam at the corner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202210118548.0A CN114458332A (en) | 2022-02-08 | 2022-02-08 | Vibrating precipitation slag pit |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210118548.0A CN114458332A (en) | 2022-02-08 | 2022-02-08 | Vibrating precipitation slag pit |
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| CN114458332A true CN114458332A (en) | 2022-05-10 |
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| CN202210118548.0A Pending CN114458332A (en) | 2022-02-08 | 2022-02-08 | Vibrating precipitation slag pit |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837482A (en) * | 2022-06-07 | 2022-08-02 | 西南交通大学 | In-situ precipitation slag pit and installation method thereof |
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| CN202124812U (en) * | 2011-06-14 | 2012-01-25 | 孙宝春 | Reinforced porous stone |
| CN105350638A (en) * | 2015-11-11 | 2016-02-24 | 中建交通建设集团有限公司 | Water-draining residue soil collecting pit and application thereof |
| CN210085134U (en) * | 2019-02-19 | 2020-02-18 | 邓为成 | Shield constructs dregs treatment facility |
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| CN213012519U (en) * | 2020-04-03 | 2021-04-20 | 重庆绿邦源环保科技有限公司 | Silt collection device for sewage treatment |
| CN111719673A (en) * | 2020-07-27 | 2020-09-29 | 湖南科技学院 | Residue soil drainage pool structure and residue soil pressure difference electromagnetic field coupling drainage method |
| CN212427469U (en) * | 2020-07-27 | 2021-01-29 | 湖南科技学院 | Dregs drainage pond structure |
| CN113042193A (en) * | 2021-03-10 | 2021-06-29 | 中铁十六局集团北京轨道交通工程建设有限公司 | Sand-stone separation and cleaning equipment suitable for recycling of muck and construction method |
| CN215483048U (en) * | 2021-06-23 | 2022-01-11 | 华济建设工程集团有限公司 | Drainage structures falls in foundation ditch |
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