CN210597544U - Automatic water-drinking filtering type integral pipeline for pouring soil and construction waste and pipe well thereof - Google Patents
Automatic water-drinking filtering type integral pipeline for pouring soil and construction waste and pipe well thereof Download PDFInfo
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- CN210597544U CN210597544U CN201921148636.5U CN201921148636U CN210597544U CN 210597544 U CN210597544 U CN 210597544U CN 201921148636 U CN201921148636 U CN 201921148636U CN 210597544 U CN210597544 U CN 210597544U
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- 239000002689 soil Substances 0.000 title claims abstract description 16
- 238000001914 filtration Methods 0.000 title claims abstract description 11
- 238000010276 construction Methods 0.000 title claims description 11
- 239000002699 waste material Substances 0.000 title claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 126
- 239000012466 permeate Substances 0.000 claims abstract description 19
- 239000010813 municipal solid waste Substances 0.000 claims abstract description 7
- 238000001764 infiltration Methods 0.000 claims abstract description 6
- 235000020188 drinking water Nutrition 0.000 claims abstract description 5
- 239000003651 drinking water Substances 0.000 claims abstract description 5
- 230000008595 infiltration Effects 0.000 claims abstract description 5
- 238000005253 cladding Methods 0.000 claims abstract description 4
- 239000012634 fragment Substances 0.000 claims description 9
- 230000035515 penetration Effects 0.000 claims description 9
- 238000004062 sedimentation Methods 0.000 claims description 7
- 230000035622 drinking Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 238000001556 precipitation Methods 0.000 abstract description 2
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 239000011159 matrix material Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 7
- 238000005452 bending Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000003415 peat Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000012744 reinforcing agent Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229920011532 unplasticized polyvinyl chloride Polymers 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 235000020681 well water Nutrition 0.000 description 1
- 239000002349 well water Substances 0.000 description 1
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Abstract
The utility model relates to a soil and building rubbish pour whole pipeline of automatic filtration formula of drinking water and tube well thereof, including the braced frame, the cladding has the body of permeating water on the braced frame, the body of permeating water forms the body with the braced frame, just the body of permeating water on be provided with the micropore that can make the water in the body outside permeate to the body in or the water in the body permeates to the body outside. The utility model discloses make subaerial water when arranging outside in tube well and pipeline on one side to earth's surface bottom infiltration, on one side outer effect of arranging, rivers directly drop into the effect that the normal position compensation of natural precipitation has been realized to the soil matrix, reach higher performance and the natural function of permeating water, have energy-concerving and environment-protective, beautify the advantage of environment, but not only realize the cyclic utilization of resource, improved the whole function of the whole drainage system in city moreover.
Description
Technical Field
The utility model relates to a city pipeline particularly, relates to an utilize soil and building rubbish to pour whole pipeline of automatic filtration formula of drinking water and tube well thereof for urban drainage system.
Background
The construction of a pipe network system for urban drainage is a main facility for solving the problem of urban sewage or surface accumulated water discharge.
The drainage pipeline and its tube well of the pipe network system used in the prior art mainly adopt the cement concrete products and UPVC material to make the pipeline, the pipeline or tube well processed by this way has several disadvantages as follows: 1. the pipeline has limited length and can be completed only by splicing a plurality of sections, and the integral compression strength and the integral bending strength of the pipeline are difficult to reach; 2. the pipe body is basically a circular pipeline, and the pipe body is frequently rolled and displaced during construction, so that the pipe body is easy to block and damage and has poor durability; 3. the prefabricated pipelines need to be processed and finished in enterprises, and are assembled on site, so that the transportation cost is increased; 4. the drainage entering the pipeline is easy to cause the internal blockage of the pipeline because the pipe well and the pipeline have no filtering capacity; 5. the closely knit non-permeability of body and tube well blocks valuable natural resources completely with lower floor's soil and groundwater, can't combine as an organic wholely with the nature, and the rainwater waste water is most concentrated through urban drainage system pipe network and is discharged, need just can get into urban underground drainage system through longer distance's surface runoff before getting into the sewer, will produce great surface runoff under the condition that has heavy rainfall again when not guaranteeing the quality of drainage, has increased urban drainage pipe network's burden.
The pipe network system can not solve various defects existing in the existing drainage system, particularly when the rainfall is far larger than the water quantity of water flowing into the drainage system, rainwater can be gathered in the pipe, the situation of flooding a city is caused, the in-situ compensation of the water flow can not be realized, the durability is poor, the functional requirements of a sponge city can not be met, and secondly, the construction quality of the pipe and the connector is poor, so that the phenomenon of uneven settlement of the foundation caused by the penetration of water drops is generated, and the pavement settlement or collapse is caused.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a soil and building rubbish pour whole pipeline of automatic filtration formula of drinking water and tube well thereof solves above-mentioned problem.
In order to achieve the above object, the embodiment of the present invention adopts the following technical solutions:
an embodiment of the utility model provides an utilize building rubbish to pour whole pipeline of automatic filtration formula of drinking water, including the framework for supporting, the last cladding of framework for supporting has the body of permeating water, the body of permeating water forms the body with the framework for supporting, just the body of permeating water on be provided with the micropore that can make the water in the body outside permeate to the body in or the water in the body permeates to the body outside.
The support framework comprises a support frame and filter plates arranged on the inner side and the outer side of the support frame.
The support frame include support fossil fragments and be used for the fixed support body of fixed stay fossil fragments, the support fossil fragments be provided with three at least.
The supporting keel is provided with four pieces, and a plurality of penetration holes are formed in the supporting keel.
The supporting keel is a U-shaped plate, and the penetration holes are formed in the bottom plate of the U-shaped plate.
Wherein, the longitudinal section of body is the rectangle shape.
A pipe well is matched with an automatic water drinking type integral pipeline for cast-in-place use.
The pipe well comprises a well body, the well body comprises a support body and a pipe well water-permeable body coated on the support body, and water-permeable micropores capable of enabling water outside the well body to permeate into the well body or enabling water inside the well body to permeate into the outside of the well body are arranged on the pipe well water-permeable body;
the well body is provided with a water inlet, a sedimentation tank and a connector communicated with the pipe body;
the water inlet is suitable for introducing water on the surface of the earth into the well body and then circulating the water to the pipe body so as to discharge the water outside;
the sedimentation tank is suitable for settling water entering the well body.
Wherein the water inlet is provided with a well cover;
the well lid includes well lid cover and the well lid water-permeable body.
Compared with the prior art, the embodiment of the utility model provides a following beneficial effect has:
1. the pipe well with the water permeable function is matched with a pipeline to be processed into an underground integral pipe network, so that water entering the pipe well is filtered, the quality of discharged water is ensured, and the internal blockage of the pipeline is prevented; meanwhile, water permeates to the bottom of the earth surface by utilizing a water permeation principle, and water flow is directly thrown into the soil foundation to realize the in-situ compensation effect of natural precipitation;
2. during the drainage process, the pipe body permeates and drains water at the same time, so that smooth sewage discharge is formed, the problems that the existing pipeline is easy to block, the water source flows backwards and the rain flood and waterlogging occur are solved, and the safety and the effectiveness of the running of the urban drainage system are improved;
3. the pipe body is manufactured in the field, length transportation is not needed, production cost is reduced, meanwhile, the pipe body can be manufactured in an unlimited length mode, butt joint is not needed, then the overall compression strength and the bending strength of the pipeline are increased, the problem that the construction pipeline is easy to shift is solved, the pipeline settlement phenomenon cannot occur, the service life of the pipeline is prolonged, and the overall function of the urban overall drainage system is improved.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 shows a schematic structural view of the present invention;
fig. 2 is a schematic view of a longitudinal sectional structure of a pipe well.
Fig. 3 is an assembled view of the support frame.
Figure 4 is a schematic view of a support keel structure.
Fig. 5 is a schematic diagram of a tube well configuration.
Fig. 6 is a schematic plan view of the manhole cover.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic drawings and illustrate the basic structure of the present invention only in a schematic manner, and thus show only the components related to the present invention.
Example 1
Referring to fig. 1-2, an embodiment of the present invention provides an automatic water-drinking filtering type integrated pipeline for pouring soil and construction waste, including a supporting framework 3, the supporting framework 3 is coated with a permeable body 4, the permeable body 4 and the supporting framework 3 form a pipe body 5, and the permeable body 4 is provided with a micro-hole 41 which can enable water outside the pipe body 5 to permeate into the pipe body 5 or water inside the pipe body 5 to permeate into the pipe body outside.
In the present application, the water permeable body 4 is formed by processing a material permeable to liquid, so that the water permeable body 4 itself has micropores 41 to form a water permeable principle, and the water permeable body 4 may be made of permeable concrete or a water permeable material developed by the applicant, wherein the water permeable material includes the following raw materials by weight: 40-70% of mud stone carbon slag powder, 10-30% of unsaturated polyester resin, 5-10% of curing agent, 3-8% of aluminum powder, 0.5-1.5% of reinforcing agent, 0.5-1.5% of accelerant, 10-20% of cement, 10-20% of water, waste concrete and silt, and then adding water to prepare the water permeable material, the water permeable effect can be realized, and the waste concrete or the silt is construction waste in construction waste. Wherein the peat slag powder is prepared from soil and construction waste.
Specifically, the pipe body 5 is manufactured on site, the supporting framework 3 is manufactured firstly, then the supporting framework 3 is coated with the water permeable body 4, the coating technology adopts the formation similar to cement grouting, and the pipe body 5 with the supporting framework 1 inside and the water permeable body 4 coated on the outer side is formed.
The field manufacturing does not need to transport, reduces the production cost, and the length of the field manufactured pipe body can be manufactured into an infinite length according to the requirement of a drainage route without a pipe joint, thereby improving the compression strength and the bending strength of the whole pipe body and prolonging the service life of the pipe body.
As an alternative embodiment of the supporting skeleton.
Referring to fig. 3, the support frame 3 includes a support frame 31 and filter plates 32 disposed on the inner and outer sides of the support frame 31, and the filter plates 32 are riveted to the support frame 31 by rivets using a mesh plate with meshes, so that the installation is convenient. When water permeates into the pipe body 5 from the outer surface of the pipe body 5, garbage or other large impurities in the water outside are filtered through the filter plate 32, the pipe body 5 is prevented from being blocked, the water entering the inside of the pipe body 5 flows along the pipeline direction of the pipe body 53, the water permeating body 4 permeates the base (namely the inside of a soil layer) while the water permeating the inside of the soil layer is filtered through the filter plate 32 again, the quality of the water entering the base is improved, and underground water resources are protected.
As an alternative embodiment of the support frame.
Referring to fig. 3, the supporting frame 31 includes a supporting keel 311 and a fixing frame 312 for fixing the supporting keel 311. Specifically, the number of the fixing frame bodies 312 can be selected according to the length of the supporting frame 3, and one fixing frame body 312 is installed at every corresponding distance, so that the supporting strength of the whole pipe body 5 is increased.
Support fossil fragments 311 be provided with three at least, in this application, in order to support into the quadrangle with the surface of body 15, support fossil fragments 311 is provided with four to form the quadrangle, the quadrangle support fossil fragments make and pour into the surface equally for the quadrangle through water body 4, increase its area of contact in underground and soil, the maximize absorbs the water that gets into in the earth's surface, the depths on the anti-infiltration's the ground top layer that can maximize again simultaneously. The quadrangle is also beneficial to the integral support of the pipe body 5, and the pouring is easy to process.
Because the supporting keels 311 form a quadrangle, the fixing frame body 312 forms a quadrangle by adopting the same structure as the supporting keels 311, and the quadrangle has instability due to the structure, so that the reinforcing ribs 313 are additionally arranged at the right angles in the quadrangle, and the overall strength of the fixing frame body 312 is increased.
A plurality of penetration holes 3110 are provided on the support keel 311.
Referring to fig. 4, the supporting keel 311 is a U-shaped plate, and the penetration hole 3110 is formed in a bottom plate of the U-shaped plate. Specifically, when the support frame is assembled, the U-shaped openings of the upper 2 support keels are downward, the U-shaped openings of the lower 2 support keels are upward, and then the penetration area is increased through the penetration holes 3110, so that the maximum penetration area is formed.
Preferably, the longitudinal section of the pipe body 5 is rectangular, so that the stability of the pipe body support and the binding property with soil are improved.
Example 2
Referring to fig. 1 and 5, a pipe well is shown, which is used with the pipeline.
Wherein, the tube well includes well body 1, well body 1 includes supporter 11 and the tube well water-permeable body 12 of cladding on supporter 11, tube well water-permeable body 12 on be provided with and to make the water infiltration of the well body 1 outside to well body 1 in or the water infiltration of the well body 1 in to the water infiltration of well body 1 outside micropore 13.
In this embodiment, the supporting body 11 and the supporting framework 3 have the same structure, and the well water permeable body 12 and the water permeable body 4 are made of the same material.
The well body 1 is provided with a water inlet 14, a sedimentation tank 15 and a connector 16 communicated with the pipe body 5; the water inlet 14 is suitable for introducing water on the surface of the earth into the well body 1 and then circulating the water to the pipe body 5 for further discharging; the sedimentation tank 15 is suitable for precipitating the water entering the well body 1, and precipitates impurities (such as silt and iron blocks) in the water, so that large garbage entering the water in the pipe body 5 is left in the sedimentation tank 15, and the pipe body 5 is prevented from being blocked.
As shown in fig. 6, the water inlet 13 is provided with a well cover 6; the well lid 6 comprises a well lid sleeve 61 and a well lid permeable body 62. Well lid 6 cast in situ, the outer edge size and the 13 looks adaptations of water inlet of well lid cover 61, then pour the well lid water body 62 that permeates in well lid cover 61, well lid water body 2 and the body 4 that permeates water adopt same material, well lid cover 61 adopts the galvanized tube sheet to splice into the planar structure with 13 looks adaptations of water inlet, then pour the well lid water body 62 that permeates water. When the water on ground is not much, the well lid 61 is not required to be opened, the water on the ground can be directly filtered and permeated into the well body 1 through the well lid permeable body 62, the safety of pedestrians is guaranteed, and normal drainage can be realized.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
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.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides an automatic whole pipeline of filtration formula of drinking water is pour to soil and building rubbish which characterized in that: including the supporting framework, the last cladding of supporting framework has the body of permeating water, the body of permeating water forms the body with the supporting framework, just the body of permeating water on be provided with and to make the water in the body outside permeate the micropore in the body or the water in the body permeates the body outside.
2. The integral pipeline of claim 1, wherein the integral pipeline comprises a water tank, a water inlet pipe, a water outlet pipe, a water inlet pipe, a water outlet pipe and a water outlet pipe:
the supporting framework comprises a supporting frame and filtering plates arranged on the inner side and the outer side of the supporting frame.
3. The integral pipeline of claim 2, wherein the integral pipeline comprises a water tank, a water inlet pipe, a water outlet pipe and a water outlet pipe, wherein the water inlet pipe is connected with the water tank, the water outlet pipe is connected with the:
the support frame including support fossil fragments and the fixed support body that is used for the fixed stay fossil fragments, support fossil fragments be provided with three at least.
4. The integral pipeline of claim 3, wherein the integral pipeline comprises a water tank, a water inlet pipe, a water outlet pipe and a water outlet pipe, wherein the water inlet pipe is connected with the water tank, the water outlet pipe is connected with the:
the support keel is provided with four to be provided with a plurality of infiltration hole on the support keel.
5. The integral pipeline of claim 4, wherein the integral pipeline comprises a water tank, a water inlet pipe, a water outlet pipe and a water outlet pipe, wherein the water inlet pipe is connected with the water tank, the water outlet pipe is connected with the:
the supporting keel is a U-shaped plate, and the penetration holes are formed in the bottom plate of the U-shaped plate.
6. The integral pipeline of claim 1, wherein the integral pipeline comprises a water tank, a water inlet pipe, a water outlet pipe, a water inlet pipe, a water outlet pipe and a water outlet pipe:
the longitudinal section of the pipe body is rectangular.
7. A pipe well, characterized by: the pipe well is used in combination with the soil and construction waste pouring automatic drinking and filtering type integral pipeline as claimed in any one of claims 1 to 6.
8. The pipe well of claim 7, wherein:
the tube well comprises a well body, the well body comprises a support body and a tube well water-permeable body coated on the support body, and water-permeable micropores capable of enabling water outside the well body to permeate into the well body or water inside the well body to permeate into the outside of the well body are arranged on the tube well water-permeable body;
the well body is provided with a water inlet, a sedimentation tank and a connector communicated with the pipe body;
the water inlet is suitable for introducing water on the surface of the earth into the well body and then circulating the water to the pipe body so as to discharge the water outside;
the sedimentation tank is suitable for settling water entering the well body.
9. The pipe well of claim 8, wherein:
the water inlet is provided with a well cover;
the well lid includes well lid cover and the well lid water-permeable body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921148636.5U CN210597544U (en) | 2019-07-20 | 2019-07-20 | Automatic water-drinking filtering type integral pipeline for pouring soil and construction waste and pipe well thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921148636.5U CN210597544U (en) | 2019-07-20 | 2019-07-20 | Automatic water-drinking filtering type integral pipeline for pouring soil and construction waste and pipe well thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210597544U true CN210597544U (en) | 2020-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921148636.5U Expired - Fee Related CN210597544U (en) | 2019-07-20 | 2019-07-20 | Automatic water-drinking filtering type integral pipeline for pouring soil and construction waste and pipe well thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210597544U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585436A (en) * | 2021-08-13 | 2021-11-02 | 中国一冶集团有限公司 | Tubular pile system permeates water |
| CN115162386A (en) * | 2022-06-21 | 2022-10-11 | 中国五冶集团有限公司 | Assembly type open drain pit structure capable of effectively reducing precipitation sand content |
-
2019
- 2019-07-20 CN CN201921148636.5U patent/CN210597544U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585436A (en) * | 2021-08-13 | 2021-11-02 | 中国一冶集团有限公司 | Tubular pile system permeates water |
| CN115162386A (en) * | 2022-06-21 | 2022-10-11 | 中国五冶集团有限公司 | Assembly type open drain pit structure capable of effectively reducing precipitation sand content |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220512 Address after: 223600 No. 369, Qiaonan group, shuangyao village, TANGJian Town, Shuyang County, Suqian City, Jiangsu Province Patentee after: Shen Zhiyong Address before: 223600 Room 101, building 54, Subei Cheshi Commercial Plaza, Shucheng Town, Suqian City, Jiangsu Province Patentee before: Jiangsu Yibihe Construction Structure Optimization Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200522 |