CN113842681A - Sedimentation structure applied to inner support - Google Patents
Sedimentation structure applied to inner support Download PDFInfo
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- CN113842681A CN113842681A CN202111028801.5A CN202111028801A CN113842681A CN 113842681 A CN113842681 A CN 113842681A CN 202111028801 A CN202111028801 A CN 202111028801A CN 113842681 A CN113842681 A CN 113842681A
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- sedimentation
- water
- inner support
- sedimentation tank
- beams
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- 238000004062 sedimentation Methods 0.000 title claims abstract description 122
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 81
- 239000013049 sediment Substances 0.000 claims description 16
- 238000005192 partition Methods 0.000 claims description 13
- 238000004891 communication Methods 0.000 claims description 8
- 238000001914 filtration Methods 0.000 claims description 6
- 239000011148 porous material Substances 0.000 claims description 4
- 238000005086 pumping Methods 0.000 claims description 4
- 230000008021 deposition Effects 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 28
- 238000005406 washing Methods 0.000 description 33
- 239000007921 spray Substances 0.000 description 14
- 229910000831 Steel Inorganic materials 0.000 description 7
- 230000000694 effects Effects 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000000926 separation method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 5
- 238000005507 spraying Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000009194 climbing Effects 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000000428 dust Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- 208000031872 Body Remains Diseases 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Images
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/0003—Making of sedimentation devices, structural details thereof, e.g. prefabricated parts
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/0096—Safety mechanisms specially adapted for settling tanks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
Abstract
The invention relates to the technical field of construction in construction sites, and discloses a sedimentation structure applied to an inner support, which comprises an inner support structure, wherein the inner support structure comprises a plurality of support beams which are arranged in parallel, a plurality of connecting beams which are arranged at intervals are erected between the adjacent support beams, and the connecting beams are arranged at intervals along the length direction of the support beams; a plurality of sedimentation tanks are formed by enclosing two adjacent supporting beams and a plurality of connecting beams, the sedimentation tanks are arranged adjacently in sequence, the tops of the adjacent sedimentation tanks are isolated by the connecting beams, overflow gaps are formed in the end parts of the connecting beams between the adjacent sedimentation tanks, and the adjacent sedimentation tanks are communicated through the overflow gaps; according to the sedimentation structure applied to the inner support, the plurality of sedimentation tanks are arranged between the support beam and the connecting beam, so that the field is fully utilized and is not limited by the construction field, the space is effectively saved, and the problem caused by directly arranging the sedimentation tanks on the construction field is solved.
Description
Technical Field
The invention relates to the technical field of construction site construction, in particular to a sedimentation structure applied to an inner support.
Background
In the foundation pit construction process, because government departments attach more and more importance to the environmental protection, in order to administer raise dust harm, reach dust removal, dust fall, keep urban environment sanitary's purpose, relevant departments require to build the building site carwash structure of building site vehicle in the construction place. To ensure that the body remains clean and prevents mud from getting on the road when the vehicle, and particularly an earth moving vehicle, leaves the worksite, a worksite car wash structure is typically arranged at the vehicle access opening of the construction site.
The building site carwash structure commonly used at present generally includes three parts of carwash groove, sedimentation tank, automatic spray car washer. The car washing groove is generally that a rectangular groove is directly dug on the ground, a concrete cushion is poured on the bottom of the rectangular groove, a concrete foundation beam is poured above the concrete cushion, and a finished car washing machine with an automatic spraying system is installed on the foundation beam after the foundation beam meets the strength requirement. The sedimentation tank is generally positioned on one side of the washing platform, which is far away from the road, and is formed by directly digging soil to form the sedimentation tank, then pouring a concrete cushion layer and building a wall body at the bottom of the sedimentation tank, and a three-stage sedimentation tank is common.
The current building site carwash structure commonly used has following shortcoming:
limited by the construction site; at present, all common sedimentation tanks are directly excavated and built in grooves on the ground, a part of original ground needs to be occupied, the arrangement of the sedimentation tanks is determined according to the planning of construction roads, the construction roads are adjusted along with the construction progress in the later construction process, the positions of the vehicle washing structures in construction sites need to be correspondingly adjusted, the positions need to be changed for many times sometimes, the construction cost is increased, and the construction progress is even influenced.
In the urbanization construction process, most construction sites use the red line of land as the border, the peripheral next-door neighbour town road and building structure, and in order to improve land utilization, the foundation ditch is more and more dark, often need design the multichannel interior support, after first way interior support is established completely, there is not vacant original ground basically in the marginal zone of construction site, for the smooth of ensureing follow-up foundation ditch construction going on, especially the smooth outward movement of earth excavation, under the prerequisite that does not influence the construction progress, the difficult problem that needs to solve is arranged of building site carwash structure.
Disclosure of Invention
The invention aims to provide a sedimentation structure applied to an inner support, and aims to solve the problem that a sedimentation tank is limited by a construction site in the prior art.
The invention is realized by the sedimentation structure applied to the inner support, which comprises the inner support structure, wherein the inner support structure comprises a plurality of support beams which are arranged in parallel, a plurality of connecting beams which are arranged at intervals are erected between the adjacent support beams, and the connecting beams are arranged at intervals along the length direction of the support beams; a plurality of sedimentation tanks are formed by enclosing two adjacent supporting beams and a plurality of connecting beams, the sedimentation tanks are sequentially and adjacently arranged, the tops of the adjacent sedimentation tanks are isolated by the connecting beams, overflow gaps are formed in the end parts of the connecting beams between the adjacent sedimentation tanks, and the adjacent sedimentation tanks are communicated through the overflow gaps;
furthermore, the overflow gaps on the adjacent connecting beams are arranged in a staggered manner.
Further, the bottom of the settling tank has a bottom wall which is arranged obliquely downward in the flow direction of the water in the settling tank toward the overflow notch of the tie beam.
Furthermore, a plurality of raised strips arranged at intervals are arranged on the bottom wall, and the raised strips sequentially cross the overflow notch of the connecting beam along the flowing direction of water in the sedimentation tank towards the overflow notch of the connecting beam.
Further, the sand grip has the fender lateral wall relative with the flow direction of the water in the sedimentation tank, along the direction from bottom to top, keep off the crooked arrangement of flow direction that the lateral wall deviates from the water in the sedimentation tank, enclose between fender lateral wall and the bottom wall and close the storage area who forms the strip and arrange and accomodate the sediment.
Furthermore, a communicating pipe penetrates through the connecting beam and is communicated with the sedimentation tanks on two sides of the connecting beam, and the communicating pipe is positioned under the overflow notch.
Furthermore, along the direction in which the plurality of sedimentation tanks are sequentially arranged, a placing cavity for placing a water suction pump is arranged in the sedimentation tank at the last position, and the water suction pump is provided with a water suction port; the overflow breach of placing on chamber and the tie beam is the slash and arranges relatively, the lateral wall of placing the chamber is equipped with the filtration pore, the mouth that draws water is arranged towards the filtration pore.
Further, the bottom of sedimentation tank is located the below of interior support, the sedimentation tank has the periphery wall all around, bottom wall and periphery wall cover have the concrete layer, the coating has the waterproof layer on the concrete layer.
Further, along the direction that a plurality of sedimentation tanks arranged according to the preface, the sedimentation tank that is located the head is connected with the delivery pipe with municipal pipe network intercommunication, the delivery pipe has the inside intercommunication end of intercommunication sedimentation tank, the intercommunication end is the oblique line relative arrangement with the overflow breach on the tie beam, and is higher than the bottom of overflow breach and arranges.
Furthermore, the middle part of the first sedimentation tank is provided with a separation net which is transversely arranged and is positioned below the overflow notch, the supporting beam is provided with a drainage channel communicated with the car washing groove, the drainage channel is communicated to the first sedimentation tank through a drainage pipe, and the drainage pipe penetrates through the separation net and extends to the lower part of the separation net and extends downwards.
Compared with the prior art, the sedimentation structure applied to the inner support provided by the invention has the advantages that the plurality of sedimentation tanks are arranged between the supporting beam and the connecting beam, the field is fully utilized and is not limited by the construction field, and the problem caused by directly arranging the sedimentation tanks in the construction field is solved while the space is effectively saved.
Drawings
FIG. 1 is a schematic top view of a deposition structure of the present invention applied to an internal support;
FIG. 2 is a schematic top view of a plurality of settling tanks provided by the present invention;
FIG. 3 is a schematic front view of a settling tank provided by the present invention;
FIG. 4 is a schematic front view of a deposition structure of the present invention applied to an internal support;
FIG. 5 is a partial schematic view of a shower provided by the present invention;
FIG. 6 is a schematic front view of the present invention providing a pillar tube in cooperation with a spout;
fig. 7 is an enlarged schematic view at a in fig. 4.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms may be understood by those skilled in the art according to specific circumstances.
Referring to fig. 1-7, preferred embodiments of the present invention are provided.
The sedimentation structure applied to the inner support comprises the inner support structure, wherein the inner support structure comprises a plurality of supporting beams 100, the supporting beams 100 are arranged in parallel, a plurality of connecting beams 101 are erected between the adjacent supporting beams 100, the connecting beams 101 are arranged at intervals, and the connecting beams 101 are arranged at intervals along the length direction of the supporting beams 100.
A plurality of sedimentation tanks 200 are formed by enclosing two adjacent supporting beams 100 and a plurality of connecting beams 101, the sedimentation tanks 200 are arranged adjacently in sequence, and the tops of the adjacent sedimentation tanks 200 are isolated by the connecting beams 101; after the water enters the sedimentation tank 200, sediment and the like can be settled at the bottom of the sedimentation tank 200, so that the water flows along the plurality of sedimentation tanks 200 in sequence, and the sediment effect of the plurality of sedimentation tanks 200 is realized, thereby the impurities, the sediment and the like in the water can be settled and filtered.
The end part of the connecting beam 101 between the adjacent sedimentation tanks 200 is provided with an overflow notch 201, and the adjacent sedimentation tanks 200 are communicated through the overflow notch 201; after water enters the first sedimentation tank 200, the water between the adjacent sedimentation tanks 200 is communicated through the overflow notch 201, and sediments in the water can be settled at the bottom of the sedimentation tank 200 through the sequential sedimentation action of the plurality of sedimentation tanks 200.
The application that above-mentioned provides is in the sedimentation structure who supports in, and a plurality of sedimentation tanks 200 set up between a supporting beam 100 and connection roof beam 101, and the make full use of place is not restricted by the construction site, when effectively practicing thrift the space, has solved the problem that directly sets up sedimentation tank 200 and arouse at the construction site.
The overflow gaps 201 on the adjacent connecting beams 101 are arranged in a staggered manner, so that the overflow ports on the adjacent connecting beams 101 are arranged in a crossed manner and are not arranged on the same end, thus, water enters the sedimentation tank 200 from one end of one connecting beam 101, is precipitated in the sedimentation tank 200 and then exits from the other end of the other connecting beam 101, and thus, the water flows in the sedimentation tank 200 in a certain way, so that the precipitation effect can be enhanced.
The bottom of the sedimentation basin 200 has a bottom wall 202, which bottom wall 202 is arranged obliquely downwards in the flow direction of the water in the sedimentation basin 200 towards the overflow notch 201 of the tie beam 101. In this way, during the process that the water in the sedimentation tank 200 flows towards the overflow notch 201, the sediment in the water is deposited on the bottom wall 202, and along with the flow of the water, the sediment moves downwards along the bottom wall 202, so that the sediment on the bottom wall 202 is prevented from being gushed due to the flow of the water.
The bottom wall 202 is provided with a plurality of ribs 203 arranged at intervals, and the plurality of ribs 203 are arranged at intervals in sequence along the flowing direction of the water in the sedimentation tank 200 towards the overflow notch 201 of the connecting beam 101. The plurality of ribs 203 may act as a barrier, slowing the flow rate of water on the bottom wall 202 and intercepting sediment on the bottom wall 202.
The convex strips 203 are provided with baffle side walls opposite to the flowing direction of the water in the sedimentation tank 200, the baffle side walls are arranged in a bending way away from the flowing direction of the water in the sedimentation tank 200 along the direction from bottom to top, and a containing area 204 which is arranged in a strip shape and contains sediments is enclosed between the baffle side walls and the bottom wall 202.
After the sediment is blocked by the convex strips 203, the blocked sediment is contained in the containing area 204, so that the problem that the sediment is flushed again due to the flowing of water is avoided.
A communication pipe 206 is inserted into the connection beam 101, the communication pipe 206 communicates with the sedimentation tank 200 on both sides of the connection beam 101, and the communication pipe 206 is positioned right below the overflow notch 201. By arranging the communicating pipe 206, the flow speed of water in the sedimentation tank 200 between adjacent ones can be increased,
along the direction that the plurality of sedimentation tanks 200 are arranged in sequence, a placing cavity for placing a water pump is arranged in the sedimentation tank 200 at the last position, and the water pump is provided with a water pumping port; the placing cavity and the overflow notch 201 on the connecting beam 101 are arranged oppositely in an oblique line, the side wall of the placing cavity is provided with a filtering hole, and the water pumping port is arranged towards the filtering hole.
By arranging the placing cavity and the overflow notch 201 in an oblique line shape, more flowing paths of water in the sedimentation tank 200 can be guided in the process of pumping water by the water pump, and the sedimentation effect is further enhanced.
The bottom of sedimentation tank 200 is located the below of interior support, and sedimentation tank 200 has the periphery wall all around, and bottom wall 202 and periphery wall cover have the concrete layer, and the coating has the waterproof layer on the concrete layer.
Along the direction that a plurality of sedimentation tanks 200 arranged in order, the sedimentation tank 200 that is located the head is connected with the delivery pipe that communicates with municipal pipe network, and the delivery pipe has the inside intercommunication end of intercommunication sedimentation tank 200, and the intercommunication end is arranged with overflow breach 201 on the tie-beam 101 is the slash relatively, and is higher than the bottom of overflow breach 201 and arranges, and the water that can't utilize then can be discharged into municipal pipe network through the delivery pipe.
The middle part of the first sedimentation tank 200 is provided with a separation net 205 which is transversely arranged and is positioned below the overflow notch 201, a drainage channel communicated with the car washing groove is arranged on the supporting beam 100, the drainage channel is communicated to the first sedimentation tank 200 through a drainage pipe, and the drainage pipe penetrates through the separation net 205, extends to the lower part of the separation net 205 and extends downwards. Like this, the in-process of the discharge pipe with water to first sedimentation tank 200, because communicating pipe 206 extends to the below of separating the net 205, separate the net 205 and can place the sediment of aquatic and gush up upwards, the effect that buffering rivers are gushed, and separate net 205 and be less than overflow breach 201, like this, separate net 205 can play the effect of secondary filter sediment.
In this embodiment, the supporting beam 100 and the connecting beam 101 which are required to be utilized by the sedimentation tank 200 are selected, measurement and positioning are performed, an approximately rectangular space formed by the supporting beam 100 and the connecting beam 101 to be utilized is dug deeply to be lower than the bottom surface elevation of the supporting beam 100 by about 1.30m, manual cleaning and tamping are performed on a bottom plate, a fine aggregate concrete cushion layer with the thickness of about 0.10m is poured, the fine aggregate concrete cushion layer is leveled while vibrating, and the surface elevation is leveled by using a level gauge, so that the elevation meets the requirement.
After measurement and line laying, steel bars are bound on the bottom plate and the wall of the sedimentation tank 200, the bottom plate is installed in a side mold, and concrete is poured. After the final setting and maintenance of the bottom plate concrete are finished, the reinforcing steel bars of the pool wall are bound to the bottom surface elevations of the supporting beam 100 and the connecting beam 101, and the longitudinal bars with enough length are reserved to extend into the supporting beam 100 and the connecting beam 101 and reasonably intersect with each other, so that the effective heights of the supporting beam 100 and the connecting beam 101 are prevented from being influenced.
And after the pool wall formwork is installed, pouring concrete to the bottom surface elevations of the supporting beam 100 and the connecting beam 101, and after the pool wall concrete is finally set, demolded and maintained, performing reinforcement binding, formwork installation, concrete pouring, demolded and maintenance on the supporting beam 100 and the connecting beam 101. And after the supporting beam 100 and the connecting beam 101 reach the design strength, performing plate reinforcement binding, template installation, concrete pouring, form removal and maintenance. And (3) coating waterproof materials on the bottom plate and the pool wall, and particularly performing anti-seepage work on the joints of the support beam 100 and the connecting beam 101 with the pool wall.
The last sedimentation tank 200 is connected with an auxiliary water pipe for manually assisting car washing, the auxiliary water pipe extends to the car washing platform 300, and when a plurality of vehicles pass in and out of a construction site, workers can directly utilize the auxiliary water pipe to assist car washing.
In this embodiment, the inner support is respectively provided with a car washing platform 300 and a retaining dam 302 in a protruding manner, the car washing platform 300 and the retaining dam 302 are arranged at intervals, a car washing groove 301 for collecting sewage after car washing is formed between the car washing platform 300 and the retaining dam 302 in a surrounding manner, and the car washing groove 301 is communicated to the primary sedimentation tank 200 through a return channel; the car washing platform 300 is provided with a spray pipe 500, and the spray pipe 500 is communicated with the final sedimentation tank 200 through a pipeline; the inner support is provided with a weighbridge section 400, and a weighing sensor is embedded in the weighbridge section 400.
After the vehicle is driven to the vehicle washing platform 300, the vehicle is automatically cleaned by the spray pipe 500, the cleaned sewage flows into the vehicle washing tank 301, the sewage in the vehicle washing tank 301 flows back to the first sedimentation tank 200 through the return water channel and is precipitated by the plurality of sedimentation tanks 200, and the water in the last sedimentation tank 200 can enter the spray pipe 500 through the pipeline for spraying and washing the vehicle.
After the car is washed by the water sprayed from the spray pipe 500, the water flows into the car washing groove 301 through the first water return groove 3001 on the first slope section 3002, and then flows into the primary sedimentation tank 200 through the water discharge channel.
The other end that the platform section deviates from carwash groove 301 is equipped with the climbing section 3023 of tilt up, and climbing section 3023 crosses the crown beam, extends to the export of foundation ditch. Thus, the vehicle after spray cleaning can be directly opened from the outlet of the foundation pit through the climbing section 3023.
One end of the water retaining dam 302 facing the car washing groove 301 is provided with a second slope section 3022 which inclines downwards, the second slope section 3022 extends to the bottom of the car washing groove 301, the second slope section 3022 is provided with a second water return groove 3021, the second water return groove 3021 extends along the inclination direction of the second slope section 3022, and the second water return groove 3021 is respectively communicated with the water retaining dam 302 and the car washing groove 301.
In this embodiment, the box girders 701 are welded by thick steel plates, the top plates of the box girders 701 are connected by steel plates, stiffening plates are welded between adjacent box girders 701 and arranged at intervals, the box girders 701 are arranged on the inner supports, and the car washing platform 300 and the water dam 302 are respectively arranged on the box girders 701.
The square steels 702 are welded on the top plate of the box girder 701, the square steels 702 are arranged at intervals, the stiffening plates are welded between the adjacent square steels 702, the square steels 702 are longitudinally symmetrically welded on two sides of the top plate of the box girder 701, and an interval is reserved between the two rows to form the first water return groove 3001 and the second water return groove 3021.
In this embodiment, the first slope section 3002 of the car washing platform 300 and the second slope section 3022 of the dam 302 are triangular box beams 701. The top plate gradient of the triangular box girder 701 is 1: 6-1: 7. Anti-skid nails are vertically welded on the top plate of the box girder 701 and arranged in a quincunx shape. Alternatively, the anti-skid nails may be replaced with anti-skid plates.
Concrete is poured into a gap between the triangular box girder 701 and the car washing platform 300 and a gap between the triangular box girder 701 and the dam 302 to form an integrated structure.
The car washing platform 300 is provided with a plurality of spray pipes 500, and the plurality of spray pipes 500 are arranged at intervals along the length direction of the car washing platform 300; the spray pipe 500 comprises two longitudinal sections and a top section which are respectively arranged at two sides of the car washing platform 300, two ends of the top section are respectively butted at the tops of the two longitudinal sections, and the top section and the two longitudinal sections enclose a car washing channel for a car to pass through; the longitudinal section and the top section are respectively provided with a plurality of water spraying ports which are respectively arranged towards the car washing channel and are flat.
The shower pipe 500 is arranged to be in a door shape, so that the vehicle passing through the vehicle washing channel can be cleaned in all directions, the water spray nozzles are flat, and high-pressure water is sprayed out of the water spray nozzles, so that the vehicle can be better cleaned.
The middle part of the water jet is inserted with a column pipe, the column pipe divides the water jet into two independent partitions 501, the outer end of the column pipe extends to the outside of the water jet to form an exposed section 601, the exposed section 601 is in a necking shape, the intensity of water jet can be enhanced, and the jetted water is high-pressure water.
The inner end of the pillar extends to the inside of the shower pipe 500 to form an inner extension section 602, the inner extension section 602 is horn-shaped, the outer side wall of the inner extension section 602 is arranged in a bending mode towards the partition portion 501, and an impact area 603 communicated with the partition portion 501 is formed by enclosing between the outer side wall of the inner extension section 602 and the inner side wall of the shower pipe 500.
The inner extension section 602 of the column tube is trumpet-shaped and can feed water in a wide range, and the exposed section 601 of the column tube is in a necking shape, so that the water outlet range is narrowed on the premise of wide water feeding, and the effect of spraying high-pressure water can be realized. The column tube divides the water jet into two independently arranged division parts, so that the two division parts can respectively spray water, and the effect of multiple nozzles is realized by matching with the water spray of the column tube.
The outer side wall of the inward extending section 602 is arranged in a bending way towards the partition part 501, so that the outer side wall of the inward extending section 602 and the inner side of the partition part form an overlapping shape, the internal water outlet range of the partition part is reduced, and the water outlet pressure of the partition part can be increased; secondly, enclose between the lateral wall of interior section 602 and the inside wall of shower 500 and close the impact region 603 who forms intercommunication partition 501, under the restriction of impact region 603, can avoid the water fluctuation in the impact region 603 great, and because the alignment intercommunication between impact region 603 and the partition, like this, under the restriction of the lateral wall of interior section 602, can guarantee that the delivery pressure of partition lasts stably, avoid appearing the problem of intermittent water.
Along the vehicle at carwash platform 300's direction of advance, the other end that deviates from carwash groove 301 at retaining dam 302 is docked to weighbridge section 400, is the linear extension between carwash platform 300, carwash groove 301 and the weighbridge section 400 and arranges, like this, the vehicle after weighing through the weighbridge directly gets into carwash platform 300 and washs, avoids the vehicle to turn round, improves carwash and the efficiency of going out greatly.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The sedimentation structure applied to the inner support is characterized by comprising an inner support structure, wherein the inner support structure comprises a plurality of support beams which are arranged in parallel, a plurality of connecting beams which are arranged at intervals are erected between the adjacent support beams, and the connecting beams are arranged at intervals along the length direction of the support beams; enclose between two adjacent supporting beam and a plurality of tie beam and close and form a plurality of sedimentation tanks, it is a plurality of the sedimentation tank is adjacent to be arranged according to the preface, keeps apart with the tie beam between the top of adjacent sedimentation tank, and the tip of the tie beam between the adjacent sedimentation tank is equipped with overflow notch, and adjacent sedimentation tank passes through overflow notch intercommunication.
2. A deposition structure for use on an internal support according to claim 1, wherein the overflow notches of adjacent tie beams are offset.
3. A sedimentation structure applied to an inner support according to claim 1 or 2, characterized in that the bottom of the sedimentation basin has a bottom wall which is arranged inclined downwards in the direction of flow of the water in the sedimentation basin towards the overflow notch of the tie beam.
4. A sedimentation structure for use in an inner support according to claim 3, wherein the bottom wall is provided with a plurality of ribs spaced apart from one another, the plurality of ribs being sequentially spaced apart across the flow direction of water in the sedimentation basin towards the overflow notch of the tie beam.
5. The sedimentation structure applied to the inner support as claimed in claim 3, wherein the ribs have a sidewall facing the flow direction of the water in the sedimentation tank, the sidewall is curved away from the flow direction of the water in the sedimentation tank in a bottom-up direction, and a receiving area for receiving the sediment is defined between the sidewall and the bottom wall.
6. A sedimentation structure applied to an inner support according to claim 1 or 2, wherein a communication pipe is arranged in the connection beam in a penetrating manner, the communication pipe is communicated with sedimentation basins on two sides of the connection beam, and the communication pipe is positioned right below the overflow notch.
7. A sedimentation structure applied to an inner support according to claim 1 or 2, wherein a placing cavity for placing a water pump is provided in the last sedimentation tank along the direction in which the plurality of sedimentation tanks are sequentially arranged, the water pump having a water pumping port; the overflow breach of placing on chamber and the tie beam is the slash and arranges relatively, the lateral wall of placing the chamber is equipped with the filtration pore, the mouth that draws water is arranged towards the filtration pore.
8. A sedimentation structure for use in an inner support according to claim 1 or 2, wherein the sedimentation tank has a bottom located below the inner support, the sedimentation tank has a peripheral wall around it, the bottom and peripheral walls are covered with a layer of concrete, and the layer of concrete is coated with a water-proof layer.
9. A sedimentation structure applied to an inner support according to claim 1 or 2, wherein a discharge pipe communicating with a municipal pipe network is connected to the sedimentation tank located at the head in the direction in which the plurality of sedimentation tanks are arranged in sequence, the discharge pipe having a communication end communicating with the inside of the sedimentation tank, the communication end being arranged diagonally opposite to the overflow notch on the connection beam and being higher than the bottom of the overflow notch.
10. A sedimentation structure applied to an inner support according to claim 9, wherein the middle part of the first sedimentation tank is provided with a partition net which is arranged transversely and is positioned below the overflow notch, the support beam is provided with a drainage channel which is communicated with the carwash tank, the drainage channel is communicated to the first sedimentation tank through a drainage pipe, and the drainage pipe penetrates through the partition net, extends to the lower part of the partition net and is arranged in a downward extending manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111028801.5A CN113842681A (en) | 2021-09-02 | 2021-09-02 | Sedimentation structure applied to inner support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111028801.5A CN113842681A (en) | 2021-09-02 | 2021-09-02 | Sedimentation structure applied to inner support |
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| CN113842681A true CN113842681A (en) | 2021-12-28 |
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| CN202111028801.5A Pending CN113842681A (en) | 2021-09-02 | 2021-09-02 | Sedimentation structure applied to inner support |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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Application publication date: 20211228 |