CN212670769U - Water resource utilization system - Google Patents
Water resource utilization system Download PDFInfo
- Publication number
- CN212670769U CN212670769U CN202021274500.1U CN202021274500U CN212670769U CN 212670769 U CN212670769 U CN 212670769U CN 202021274500 U CN202021274500 U CN 202021274500U CN 212670769 U CN212670769 U CN 212670769U
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- Prior art keywords
- sedimentation tank
- water
- sand sediment
- sand
- downstream
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 84
- 239000004576 sand Substances 0.000 claims abstract description 71
- 238000004062 sedimentation Methods 0.000 claims abstract description 62
- 239000013049 sediment Substances 0.000 claims abstract description 61
- 238000005406 washing Methods 0.000 claims abstract description 23
- 238000004891 communication Methods 0.000 claims abstract description 17
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 9
- 238000001914 filtration Methods 0.000 claims abstract description 8
- 239000010865 sewage Substances 0.000 claims description 13
- 239000002689 soil Substances 0.000 claims description 3
- 230000007423 decrease Effects 0.000 claims 2
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 101100204059 Caenorhabditis elegans trap-2 gene Proteins 0.000 description 8
- 238000010276 construction Methods 0.000 description 8
- 238000004140 cleaning Methods 0.000 description 3
- 239000008399 tap water Substances 0.000 description 3
- 235000020679 tap water Nutrition 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a water resource utilization system, which comprises a side ditch, a sand sediment trap connected in the side ditch, a first communication pipeline connected on the sand sediment trap and connected with a washing tank, a second communication pipeline connected between the washing tank and a sedimentation tank, a discharge pipe connected at the downstream of the sedimentation tank and a water pump in the sedimentation tank; the first communicating pipeline comprises a first water inlet pipe connected to the upstream of the sand sediment trap and a first water outlet pipe connected to the downstream of the sand sediment trap and between the washing tanks. The utility model is beneficial to the field delivery of the existing water source at a long distance through the arrangement of the side ditch, the first communication pipeline and the second communication pipeline; the purposes of primary use and secondary use are respectively achieved through the arrangement of the sand sediment well and the sedimentation tank; the sand sediment trap and the sedimentation tank are respectively arranged corresponding to the filter wall and the well hole, so that the clean filtration and downward flow of water resources are facilitated; through set up the suction pump at the sedimentation tank, wash the water after will deposiing and draw into the wash tank or carry out other secondary uses.
Description
Technical Field
The utility model belongs to job site temporary water use measure field, in particular to water resource utilization system.
Background
In municipal engineering, highway engineering and house construction engineering constructed in mountainous areas, a large amount of water resources are needed because the transport vehicle needs to clean wheels of the vehicle on a construction site; however, tap water is not connected to the site, and the distance of the peripheral natural water system is long. The transportation by using the sprinkler is inconvenient and the cost is higher. It is therefore desirable to provide a water resource utilization system that is convenient for on-site construction and provides sufficient usage.
SUMMERY OF THE UTILITY MODEL
The utility model provides a water resource utilization system for the required water of the time of solving job site vehicle or component washing provides, the site operation installation of being convenient for and can guarantee that the water is clean and sustainable etc. technical problem.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a water resource utilization system comprises a side ditch, a sand sediment well connected in the side ditch, a first communication pipeline connected to the sand sediment well and connected with a washing tank, a second communication pipeline connected between the washing tank and a sedimentation tank, and a discharge pipe connected to the downstream of the sedimentation tank and a water pump in the sedimentation tank;
the first communicating pipeline comprises a first water inlet pipe connected to the upper stream of the sand sediment trap and a first water outlet pipe connected between the lower stream of the sand sediment trap and the washing tank.
Furthermore, the sand sediment trap contains the sand sediment trap well body of assembling the connection and the sand sediment trap well hole that sets up on the sand sediment trap well body, the sand sediment trap well body contains rectangular enclosure and inside is provided with at least one and filters the wall, all is provided with the sand sediment trap well hole on enclosure and the filtration wall.
Furthermore, the heights of the sand sediment trap well holes are sequentially reduced from upstream to downstream on the sand sediment trap well body, and a filter screen is connected to each sand sediment trap well hole.
Furthermore, the first water outlet pipe is L-shaped, one end of the first water outlet pipe is connected to a well hole of the sand sediment well at the downstream of the sand sediment well, and the other end of the first water outlet pipe penetrates through the side ditch and is connected with the washing tank; the upper part of one end of the first water outlet pipe, which penetrates out of the sand sediment trap, is covered with soil, and the embedded depth is not less than 50 cm.
Furthermore, the washtrough is a trapezoidal groove with an open upper part, and the connection part of one side of the washtrough close to the side ditch and the first water outlet pipe is the middle upper part of the washtrough.
Furthermore, the second communication pipeline is connected to the opposite side of the washing tank on the connecting side of the first water outlet pipe, and two second communication pipelines are arranged and are respectively connected with a downstream sedimentation tank.
Furthermore, the sedimentation tank comprises an assembled sedimentation tank body and sedimentation tank holes arranged on the sedimentation tank body, the sedimentation tank body comprises a rectangular enclosing wall, at least one filter wall is arranged in the sedimentation tank body, and sedimentation tank holes are formed in both the enclosing wall and the filter wall; a water pump is arranged in a rectangular space enclosed by the downstream enclosing wall and the filter wall of the sedimentation tank body.
Furthermore, the height of the sedimentation tank hole is sequentially reduced from the upstream to the downstream on the sedimentation tank body, and the sedimentation tank hole is connected with a filter screen.
Further, the discharge pipe is arranged at the lower part of the outer side of the downstream enclosing wall of the sedimentation tank body; the downstream port of the drainage pipe is connected with a road sewage pipe network system.
The beneficial effects of the utility model are embodied in:
1) the utility model is beneficial to the field delivery of the existing water source at a long distance through the arrangement of the side ditch, the first communication pipeline and the second communication pipeline, thereby achieving the purpose of near use, and being capable of continuously providing water resources without influencing the field construction; the roadbed is further prevented from being soaked through the side ditch water guide;
2) the utility model filters and deposits the water resource respectively after the initial and cleaning are finished through the setting of the sand sediment well and the sedimentation tank, thereby respectively achieving the purposes of primary use and secondary use and being beneficial to effectively utilizing the existing water resource; the sand sediment trap and the sedimentation tank are respectively arranged corresponding to the filter wall and the well hole, so that the clean filtration and downward flow of water resources are facilitated; the sand sediment trap and the sedimentation tank are spliced and built, so that the construction is easy and the cost is low;
3) the utility model arranges the water pump in the sedimentation tank, and the settled water is washed and pumped into the washing tank or used for other secondary use; and redundant sewage is connected into a sewage pipe network system, so that sewage discharge is reduced, water resource utilization can be effectively carried out, and the environment is protected.
The system can effectively save the regional tap water and the on-site construction water consumption, saves a large amount of water resources, reduces the water consumption cost and improves the utilization rate of the water resources; the method avoids the need of manual or mechanical drainage, construction site cleaning and secondary foundation treatment before the road water system is perfected, can be manufactured according to the water flow and the actual situation of the site, and has strong applicability. Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention; the primary objects and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description.
Drawings
FIG. 1 is a perspective view of a water resource utilization system;
FIG. 2 is a top view of a water resource utilization system;
FIG. 3 is a schematic perspective view of the connection of the gutter, the first communicating pipe and the sand trap;
FIG. 4 is a top view of the gutter, first communication pipe and sand trap connection;
fig. 5 is a perspective view illustrating the connection of the first communicating pipe and the sand trap;
FIG. 6 is a vertical sectional view showing the connection of the first communicating pipe and the sand trap;
FIG. 7 is a top view of the sand trap;
FIG. 8 is a vertical sectional view of the second connecting pipe, the discharge pipe and the sedimentation tank;
FIG. 9 is a top view of the settling tank.
Reference numerals: 1-side ditch, 2-sand sediment trap, 21-sand sediment trap well body, 22-sand sediment trap well hole, 3-first communicating pipeline, 31-first water inlet pipe, 32-first water outlet pipe, 4-washing tank, 5-second communicating pipeline, 6-sedimentation tank, 61-sedimentation tank body, 62-sedimentation tank hole, 7-discharge pipe and 8-water pump.
Detailed Description
Taking the project construction in a mountainous area with abundant rainfall as an example, the transport vehicle needs to be cleaned on site, but no tap water is accessed, and the cleaning operation needs to be carried out by utilizing the existing water source.
As shown in fig. 1 and 2, a water resource utilization system comprises a gutter 1, a sand sediment well 2 connected to the gutter 1, a first communication pipe 3 connected to the sand sediment well 2 and connected to a washing tank 4, a second communication pipe 5 connected to the washing tank 4 and a sedimentation tank 6, and a discharge pipe 7 connected to the downstream of the sedimentation tank 6 and a suction pump 8 in the sedimentation tank 6.
In this embodiment, water is guided through the gutter 1, and the gutter 1 is an existing gutter or a U-shaped concrete trough that is temporarily poured. The washtrough 4 is the open dovetail groove in upper portion, and the washtrough 4 closes on 1 one side of gutter and upper portion in washtrough 4 with first outlet pipe 32 junction, reserves the hole that is used for connecting first UNICOM's pipeline 3 and second UNICOM's pipeline 5 on washtrough 4, and seals through waterproof sealed glue when connecting and handle.
As shown in fig. 3 to 7, the first communication pipe 3 comprises a first inlet pipe 31 connected upstream of the sand sediment trap 2 and a first outlet pipe 32 connected downstream of the sand sediment trap 2 and between the washtrough 4. The sand sediment trap 2 comprises a sand sediment trap body 21 and sand sediment trap well holes 22 arranged on the sand sediment trap body 21, wherein the sand sediment trap well body 21 is connected in an assembling mode, the sand sediment trap well body 21 comprises a rectangular enclosing wall, a filter wall is arranged inside the rectangular enclosing wall, and the enclosing wall and the filter wall are both provided with the sand sediment trap well holes 22.
In the embodiment, a sand sediment trap 2 is built at the interface of the side ditch 1 through building blocks, wherein the length of the sand sediment trap 2 is 100 cm-200 cm, the width is 100 cm-150 cm, and the depth is 120 cm-150 cm; a sand sediment trap well bore 22 is reserved on the sand sediment trap 2, the height of the sand sediment trap well bore 22 is reduced from the upstream to the downstream on the sand sediment trap well body 21, and a filter screen is connected to the sand sediment trap well bore 22.
In this embodiment, the first water outlet pipe 32 is L-shaped, one end of which is connected to the sand sediment well 22 at the downstream of the sand sediment well 2, and the other end of which penetrates through the gutter 1 and is connected with the washtrough 4; the upper part of one end of the first water outlet pipe 32, which penetrates out of the sand sediment trap 2, is covered with soil, and the embedded depth is not less than 50 cm. Because heavy vehicles run more, the pre-buried depth of the first water outlet pipe 32 is 50 cm-100 cm, and coarse sand is tamped and backfilled during use. The first water outlet pipe 32 penetrates through the section of the road surface to increase bamboo ribs so as to improve the compression resistance and the bending resistance of the road surface and avoid the damage of the road surface due to vehicle load and further damage to the embedded pipeline.
As shown in fig. 1, 8 and 9, the second communicating pipe 5 is connected to the opposite side of the washing tub 4 to the side to which the first water outlet pipe 32 is connected, and the second communicating pipe 5 is provided with two pipes connected to the downstream settling tank 6, respectively.
In this embodiment, sedimentation tank 6 is assembled through the building block and is formed, and sedimentation tank 6 contains sedimentation tank body 61 that can assemble and sedimentation tank hole 62 that sets up on sedimentation tank body 61. The sedimentation tank body 61 comprises a rectangular enclosing wall, two filter walls are arranged in the sedimentation tank body, and sedimentation tank holes 62 are formed in the enclosing wall and the filter walls; a water pump 8 is arranged in a rectangular space enclosed by the downstream enclosing wall and the filter wall of the sedimentation tank body 61. The height of the sedimentation tank hole 62 is sequentially reduced from upstream to downstream on the sedimentation tank body 61, and a filter screen is connected to the sedimentation tank hole 62.
In this embodiment, the discharge pipe 7 is disposed at the lower part of the outer side of the downstream enclosing wall of the sedimentation tank body 61; the downstream port of the drainage pipe is connected with a road sewage pipe network system.
All pipeline mouths all install the filtration net prefabricated with the iron wire in this embodiment, and the net interval is 0.5cm to become crisscross distribution, filter the great sediment of volume in the water source, prevent that the pipeline from piling up because of a large amount of sediment and causing the pipeline to block up. In the embodiment, after the sewage in the washing tank 4 flows into the sedimentation tank 6 and is filtered and precipitated, part of the water is pumped into the washing tank 4 through the water pump to be reused, and the surplus water is discharged into the existing road sewage pipe network system, so that the sewage discharge amount is reduced.
When the system is used, the corresponding size of the sand sediment trap 2 and the size of the required embedded pipeline are prepared according to the water flow of the existing road side ditch 1; water is precipitated through the sand sediment well 2, the precipitated water flows into a washing tank 4 through a first communication pipeline 3, wheels of a transport vehicle can be cleaned at the inner part of the washing tank 4, after the water level reaches the height of a water outlet, sewage in the washing tank 4 naturally flows out, and after the water is precipitated through a precipitation tank 6, part of water is pumped into the washing tank 4 through a water pump to be utilized, and part of sewage is discharged into a municipal sewage pipe network, so that the discharge of the sewage is reduced, and the utilization of the whole water resource is completed.
The above description is only for the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be considered by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention.
Claims (9)
1. A water resource utilization system is characterized by comprising a side ditch (1), a sand sediment well (2) connected in the side ditch (1), a first communication pipeline (3) connected to the sand sediment well (2) and connected with a washing tank (4), a second communication pipeline (5) connected between the washing tank (4) and a sedimentation tank (6), and a discharge pipe (7) connected to the downstream of the sedimentation tank (6) and a water suction pump (8) in the sedimentation tank (6);
the first communicating pipeline (3) comprises a first water inlet pipe (31) connected to the upstream of the sand sediment trap (2) and a first water outlet pipe (32) connected between the downstream of the sand sediment trap (2) and the washing tank (4).
2. A water resource utilization system as claimed in claim 1, wherein said sand trap (2) comprises a sand trap body (21) and sand trap holes (22) formed on the sand trap body (21) which are connected in a splicing manner, said sand trap body (21) comprises a rectangular enclosure wall and at least one filtering wall is formed inside the enclosure wall, and the sand trap holes (22) are formed on both the enclosure wall and the filtering wall.
3. A water resource utilization system according to claim 2, characterized in that the height of the sand sediment trap hole (22) decreases in the sand sediment trap body (21) from upstream to downstream, and that a screen is connected to the sand sediment trap hole (22).
4. A water resource utilisation system as claimed in claim 2, characterised in that said first outlet pipe (32) is L-shaped, one end being connected to the sandwell bore (22) downstream of the sandwell (2) and the other end being connected to the wash tank (4) through the gutter (1); the upper part of one end of the first water outlet pipe (32) penetrating through the sand sediment trap (2) is covered with soil, and the embedded depth is not less than 50 cm.
5. A water resource utilization system as claimed in claim 1, wherein said wash bowl (4) is a trapezoidal trough with an open upper portion, and the connection between the side of the wash bowl (4) adjacent to the gutter (1) and the first water outlet pipe (32) is the middle upper portion of the wash bowl (4).
6. A water resource utilisation system according to claim 1, characterised in that said second connecting line (5) is connected to the wash tank (4) on the opposite side to the side to which the first outlet pipe (32) is connected, the second connecting line (5) being provided with two connections to the downstream sedimentation basin (6), respectively.
7. The water resource utilization system of claim 1, wherein the sedimentation tank (6) comprises an assembled sedimentation tank body (61) and a sedimentation tank hole (62) formed in the sedimentation tank body (61), the sedimentation tank body (61) comprises a rectangular enclosing wall, at least one filtering wall is arranged in the rectangular enclosing wall, and the sedimentation tank hole (62) is formed in both the enclosing wall and the filtering wall; a water pump (8) is arranged in a rectangular space enclosed by the downstream enclosing wall and the filter wall of the sedimentation tank body (61).
8. A water resource utilization system according to claim 7, characterized in that the height of said sedimentation tank holes (62) decreases in the sedimentation tank body (61) from upstream to downstream, and a filter screen is connected to said sedimentation tank holes (62).
9. A water utilisation system as claimed in claim 7, characterised in that said discharge pipe (7) is provided in the lower part of the outside of the downstream wall of the sedimentation tank body (61); the downstream port of the drainage pipe is connected with a road sewage pipe network system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021274500.1U CN212670769U (en) | 2020-07-03 | 2020-07-03 | Water resource utilization system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021274500.1U CN212670769U (en) | 2020-07-03 | 2020-07-03 | Water resource utilization system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212670769U true CN212670769U (en) | 2021-03-09 |
Family
ID=74818752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021274500.1U Expired - Fee Related CN212670769U (en) | 2020-07-03 | 2020-07-03 | Water resource utilization system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212670769U (en) |
-
2020
- 2020-07-03 CN CN202021274500.1U patent/CN212670769U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210309 |