CN213062153U - A desilting environment-friendly device for urban water flow construction - Google Patents
A desilting environment-friendly device for urban water flow construction Download PDFInfo
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- CN213062153U CN213062153U CN202021561428.0U CN202021561428U CN213062153U CN 213062153 U CN213062153 U CN 213062153U CN 202021561428 U CN202021561428 U CN 202021561428U CN 213062153 U CN213062153 U CN 213062153U
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- silt
- ditch
- canal
- waterproof mortar
- water flow
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 46
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 37
- 238000007599 discharging Methods 0.000 claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 239000010802 sludge Substances 0.000 claims description 30
- 239000011449 brick Substances 0.000 claims description 13
- 230000007613 environmental effect Effects 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 29
- 238000009825 accumulation Methods 0.000 abstract description 18
- 238000004140 cleaning Methods 0.000 abstract description 7
- 229910001220 stainless steel Inorganic materials 0.000 description 8
- 239000010935 stainless steel Substances 0.000 description 8
- 238000001914 filtration Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The application discloses a dredging environment-friendly device for urban water flow construction, which comprises a channel body, wherein a waterproof mortar layer is arranged on the inner side surface of the channel body, the bottom surface of the channel body is a waterproof mortar slope, and a silt accumulation channel is arranged in the center of the bottom of the channel body; the left and right side surfaces of the channel body where the silt accumulating ditch is positioned are provided with support piles which are symmetrical left and right and are horizontally arranged, and a silt discharging pump with a pump pipe is arranged on the support piles; the inside of the canal body is embedded with a silt discharging steel pipe, one end of the silt discharging steel pipe is connected with the pump pipe, and the other end extends out of the canal body. The utility model discloses set up long-pending silt ditch bottom the canal body, collect sewage, silt, the area silt water of canal through long-pending silt ditch, during silt mixed sewage can collect long-pending silt ditch from the slope ground of the canal body, set up in long-pending silt ditch and arrange the silt pump, regularly discharge the mixed sewage of silt in long-pending silt ditch, perhaps discharge wasing the sewage when wasing the canal body, can improve the canal body cleaning efficiency, in time clear away the mixed sewage of silt.
Description
Technical Field
The application relates to the technical field of urban hydraulic engineering environmental protection treatment, in particular to a dredging environmental protection device for urban water flow construction.
Background
The urban ditch construction is a water conservancy and convenience project, and can provide a powerful life water taking convenient environment for urban residents.
After the ditch is built, water can be guided to the ditch.
When the ditch is put into use, the ditch impurity is required to be cleaned for the ditch regularly, and in addition, when encountering mountain torrents or bringing silt water into the ditch, the thorough silt water discharge cleaning work is required to be carried out, so that the ditch tank body is cleaned comprehensively. Therefore, the canal for urban water flow construction should be integrally provided with a drainage and silt removal device for cleaning, so as to facilitate later maintenance and clearing of the canal.
The prior ditch adopts manual cleaning and sewage discharge, and has low efficiency.
SUMMERY OF THE UTILITY MODEL
The main objective of this application provides a desilting environment-friendly device for urban water flow construction to solve present problem.
In order to achieve the above object, the present application provides the following techniques:
a desilting environmental protection device for urban water flow construction comprises a channel body, wherein a waterproof mortar layer is arranged on the inner side surface of the channel body, the bottom surface of the channel body is a waterproof mortar slope, and a desilting ditch is arranged in the center of the bottom of the channel body; the left and right side surfaces of the channel body where the silt accumulating ditch is positioned are provided with support piles which are symmetrical left and right and are horizontally arranged, and a silt discharging pump with a pump pipe is arranged on the support piles; the inside of the canal body is embedded with a silt discharging steel pipe, one end of the silt discharging steel pipe is connected with the pump pipe, and the other end extends out of the canal body.
The utility model discloses set up long-pending silt ditch bottom the canal body, collect sewage, silt, the area silt water of canal through long-pending silt ditch, during silt mixed sewage can collect long-pending silt ditch from the slope ground of the canal body, set up in long-pending silt ditch and arrange the silt pump, regularly discharge the mixed sewage of silt in long-pending silt ditch, perhaps discharge wasing the sewage when wasing the canal body, can improve the canal body cleaning efficiency, in time clear away the mixed sewage of silt.
The cross section structure of the urban ditch shown in the attached figure 1 is a concave structure, is constructed by adopting concrete, brick laying, waterproof mortar and the like, the inner side surface of a ditch body is provided with a waterproof mortar layer, the waterproof mortar on the bottom surface of the ditch body is paved by adopting a slope and is a waterproof mortar slope, so that sludge, gravel particles and the like of the ditch can be conveniently collected to the bottom of the slope from the slope and collected to the center of the ditch for centralized discharge, the center of the bottom of the ditch body is provided with a silt collecting ditch which is used for collecting silt-containing sewage and the like; in order to install the silt discharging pump, support piles which are bilaterally symmetrical and horizontally arranged are arranged on the left side surface and the right side surface of the channel body where the silt accumulating ditch is located, one end of each support pile is embedded and fixed on the left side surface and the right side surface of the channel body where the silt accumulating ditch is located, the stainless steel structure is adopted, the silt discharging pump is provided with a mounting seat, the silt discharging pump can be fixed by being arranged on the support piles in a seating mode, the silt discharging pump is provided with a pump pipe, and the silt discharging pump pumps silt mixed sewage of the silt accumulating ditch and discharges the silt through the pump pipe; in order to discharge the sludge mixed sewage pumped by the pump, a sludge discharge steel pipe is buried in the interior of the channel body, one end of the sludge discharge steel pipe is connected with the pump pipe, and the other end of the sludge discharge steel pipe extends out of the channel body, so that the sludge mixed sewage pumped by the pump is discharged out of the channel body.
Furthermore, the canal body comprises a concave concrete layer, a concave brick laying layer and a gravel layer which are sequentially constructed and arranged from top to bottom, the waterproof mortar layer is attached to the surface of the concave concrete layer, the support piles are fixedly inserted on the concave concrete layer, and the bottom of the silt accumulation groove is positioned in the concave brick laying layer. As shown in the attached drawing 1, the canal body comprises a concave concrete layer, a concave brick laying layer and a gravel layer which are sequentially constructed and arranged from top to bottom, as for the installation position, if the position of the attached drawing, the waterproof mortar layer is attached to the surface of the concave concrete layer, the support piles are fixedly inserted on the concave concrete layer, and the bottom of the silt accumulation ditch is positioned in the concave brick laying layer.
Further, the sludge discharge pump is arranged along the sludge accumulation groove at a distance of 15-25 m. The number of the sludge discharge pumps is set according to the length of the sludge accumulation ditch, the discharge efficiency is improved, the sludge discharge pumps are arranged along the sludge accumulation ditch at the interval of 15-25m, and the distance is set to be 20 m.
Furthermore, the mortar grouting device also comprises inserting piles, wherein the inserting piles are symmetrically arranged on the silt accumulating ditch and vertically inserted on the waterproof mortar slope, and the bottoms of the inserting piles are positioned in the concave concrete layer. As shown in attached figures 1 and 2, in order to finish in the canal body clearance, the normal use of the later stage row's of being convenient for silt pump, avoid branch or plastic sheeting to get into long-pending silt ditch, set up the filter screen bottom the ditch, cover the long-pending silt ditch of bottom and row's silt pump, and in order to fix the filter screen, then set up in the ditch bottom and peg graft the stake, it is the stainless steel to peg graft the stake, a filter screen is laid, peg graft stake symmetry long-pending silt ditch and arrange, vertical grafting is on the waterproof mortar slope, its bottom is arranged in concave type concrete layer.
Furthermore, a filter screen frame positioned above the slope of the waterproof mortar is placed on the splicing pile. The filtering screen frame is a stainless steel frame, a filtering screen is arranged in the filtering screen frame, and a blind hole is arranged on the ground of the stainless steel frame and is correspondingly arranged by inserting the pile.
Furthermore, the inserting piles are arranged along the silt accumulation groove at intervals of 5-10 m. Similarly, the filter screen frame comprehensively protects the silt accumulation ditch and the silt discharge pump, the inserting piles are arranged along the silt accumulation ditch at the interval of 5-10m, 10m is set, and materials are saved.
Furthermore, the water-proof and water-proof device further comprises a water inlet pipe, wherein the water inlet pipe is horizontally embedded in the upper part of the side body structure of the channel body, a pair of water inlet pipes are symmetrically arranged at the left and the right, and a water outlet of the water inlet pipe penetrates through the water-proof mortar layer. The water inlet pipe is horizontally embedded at the upper part of the side body structure of the canal body, a pair of water inlet pipes are symmetrically arranged at the left and the right, and the water outlet of the water inlet pipe penetrates through the waterproof mortar layer. The inlet tube can insert high-pressure clear water, washes the canal body medial surface, can also overflow, drainage.
Compared with the prior art, this application can bring following technological effect:
the utility model discloses set up long-pending silt ditch bottom the canal body, collect sewage, silt, the area silt water of canal through long-pending silt ditch, during silt mixed sewage can collect long-pending silt ditch from the slope ground of the canal body, set up in long-pending silt ditch and arrange the silt pump, regularly discharge the mixed sewage of silt in long-pending silt ditch, perhaps discharge wasing the sewage when wasing the canal body, can improve the canal body cleaning efficiency, in time clear away the mixed sewage of silt.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, serve to provide a further understanding of the application and to enable other features, objects, and advantages of the application to be more apparent. The drawings and their description illustrate the embodiments of the invention and do not limit it. In the drawings:
FIG. 1 is a schematic sectional view of the present invention;
FIG. 2 is a schematic structural diagram of another embodiment of the present invention;
in the figure: 1. the inlet tube, 2, waterproof mortar layer, 3, concave type concrete layer, 4, concave type brick layer, 5, grafting stake, 6, metalling, 7, waterproof mortar slope, 8, support stake, 9, arrange the silt pump, 10, long-pending silt ditch, 11, pump line, 12, arrange the silt steel pipe, 13, filter screen frame.
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.
Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.
In addition, the term "plurality" shall mean two as well as more than two.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Example 1
A desilting environmental protection device used for urban water flow construction comprises a channel body, wherein a waterproof mortar layer 2 is arranged on the inner side surface of the channel body, the bottom surface of the channel body is a waterproof mortar slope 7, and a desilting ditch 10 is arranged in the center of the bottom of the channel body; the left and right side surfaces of the channel body where the silt accumulating ditch 10 is positioned are provided with support piles 8 which are symmetrical left and right and are horizontally arranged, and a silt discharging pump 9 with a pump pipe 11 is arranged on the support piles; a sludge discharge steel pipe 12 is embedded in the interior of the channel body, one end of the sludge discharge steel pipe 12 is connected with the pump pipe 11, and the other end extends out of the channel body.
The utility model discloses set up long-pending silt ditch 10 bottom the canal body, collect sewage, silt, the area silt water of canal through long-pending silt ditch 10, during silt mixed sewage can collect long-pending silt ditch 10 from the slope ground of the canal body, set up in long-pending silt ditch 10 and arrange silt pump 9, regularly discharge the mixed sewage of silt in long-pending silt ditch 10, perhaps discharge wasing the sewage when wasing the canal body, can improve canal body cleaning efficiency, in time clear away the mixed sewage of silt.
The cross section structure of the urban ditch shown in the attached figure 1 is a concave structure and is constructed by adopting concrete, brick laying, waterproof mortar and the like, a waterproof mortar layer 2 is arranged on the inner side surface of the ditch body, the waterproof mortar on the bottom surface of the ditch body is paved by adopting a slope and is a waterproof mortar slope 7, so that sludge, sand and stone particles and the like in the ditch can be conveniently collected to the bottom of the slope from the slope and collected to be centrally discharged in the center of the ditch body, a silt accumulation ditch 10 is arranged in the center of the bottom of the ditch body, and the silt accumulation ditch 10 is used for collecting silt-containing sewage and the like; in order to install the silt discharging pump 9, support piles 8 which are bilaterally symmetrical and horizontally arranged are arranged on the left side surface and the right side surface of the channel body where the silt accumulating ditch 10 is located, one end of each support pile 8 is embedded and fixed on the left side surface and the right side surface of the channel body where the silt accumulating ditch 10 is located, the stainless steel structure is adopted, the silt discharging pump 9 is provided with a mounting seat, the silt discharging pump 9 can be fixed by being arranged on the support piles 8 in a seating mode, the silt discharging pump 9 is provided with a pump pipe 11, and the silt mixing sewage of the silt accumulating ditch 10 is pumped by the silt discharging pump 9 and discharged through the pump; in order to discharge the sludge mixed sewage pumped by the pump, a sludge discharge steel pipe 12 is buried in the channel body, one end of the sludge discharge steel pipe 12 is connected with the pump pipe 11, and the other end of the sludge discharge steel pipe extends out of the channel body, so that the sludge mixed sewage pumped by the pump is discharged out of the channel body.
Furtherly, the canal body includes from the top down concave type concrete layer 3, concave type brick laying layer 4 and the rubble layer 6 of arranging of constructing in proper order, and waterproof mortar layer 2 laminates concave type concrete layer 3 surfaces, and 8 fixed pegs graft on concave type concrete layer 3 are supported, and long-pending silt ditch 10 bottoms are located concave type brick laying layer 4. As shown in the attached drawing 1, the canal body comprises a concave concrete layer 3, a concave brick laying layer 4 and a gravel layer 6 which are sequentially constructed and arranged from top to bottom, as for the installation position, if the position of the attached drawing, a waterproof mortar layer 2 is attached to the surface of the concave concrete layer 3, a supporting pile 8 is fixedly inserted on the concave concrete layer 3, and the bottom of a silt accumulation ditch 10 is positioned in the concave brick laying layer 4.
Further, the sludge discharge pumps 9 are arranged along the sludge accumulation groove 10 at intervals of 15-25 m. The number of the sludge discharge pumps 9 is set according to the length of the sludge accumulation ditch 10, the discharge efficiency is improved, the sludge discharge pumps are arranged along the sludge accumulation ditch 10 at intervals of 15-25m, and the distance is set to be 20 m.
Furthermore, the concrete foundation also comprises inserting piles 5, wherein the inserting piles 5 are symmetrically arranged on the silt accumulating ditch 10 and are vertically inserted on the waterproof mortar slope 7, and the bottom of the inserting piles is positioned in the concave concrete layer 3. As shown in the attached figures 1 and 2, in order to finish in the canal body clearance, the normal use of the later stage silt discharging pump 9 of being convenient for, avoid branch or plastic sheeting to get into long-pending silt ditch 10, set up the filter screen bottom the canal, cover long-pending silt ditch 10 and the silt discharging pump 9 of bottom, and in order to fix the filter screen, then set up in the canal bottom and peg graft stake 5, peg graft stake 5 is the stainless steel, be used for laying the filter screen, 5 symmetry long-pending silt ditches 10 of peg graft stake are arranged, vertical grafting is on waterproof mortar slope 7, its bottom is located concave type concrete layer 3.
Furthermore, a filter screen frame 13 positioned above the waterproof mortar slope 7 is placed on the inserting pile 5. The filtering screen frame 13 is a stainless steel frame, a filtering screen is arranged in the filtering screen, and a blind hole is arranged on the ground of the stainless steel frame and is correspondingly arranged on the inserting pile 5.
Further, the inserting piles 5 are arranged along the silt accumulation groove 10 at intervals of 5-10 m. Similarly, the filter screen frame 13 comprehensively protects the silt accumulation ditch 10 and the silt discharge pump 9, the inserting piles 5 are arranged along the silt accumulation ditch 10 at intervals of 5-10m, the setting is 10m, and materials are saved.
Further, still include inlet tube 1, inlet tube 1 level is buried in the side body structure upper portion of the canal body in the ground, and bilateral symmetry is equipped with a pair ofly, and the delivery port of inlet tube 1 passes waterproof mortar layer 2. The water inlet pipe 1 is horizontally embedded at the upper part of the side body structure of the canal body, a pair of water inlet pipes are symmetrically arranged at the left and the right, and the water outlet of the water inlet pipe 1 penetrates through the waterproof mortar layer 2. The water inlet pipe 1 can be connected with high-pressure clear water to wash the inner side surface of the canal body and can also overflow and drain water.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (7)
1. A desilting environmental protection device used for urban water flow construction comprises a channel body and is characterized in that a waterproof mortar layer (2) is arranged on the inner side surface of the channel body, a waterproof mortar slope (7) is arranged on the bottom surface of the channel body, and a desilting ditch (10) is arranged in the center of the bottom of the channel body; the left side and the right side of the channel body where the silt accumulating ditch (10) is positioned are provided with support piles (8) which are symmetrical left and right and are horizontally arranged, and a silt discharging pump (9) with a pump pipe (11) is arranged on the support piles; a sludge discharge steel pipe (12) is embedded in the channel, one end of the sludge discharge steel pipe (12) is connected with the pump pipe (11), and the other end extends out of the channel.
2. The environment-friendly dredging device for urban water flow construction as claimed in claim 1, wherein the canal body comprises a concave concrete layer (3), a concave brick laying layer (4) and a gravel layer (6) which are sequentially constructed and arranged from top to bottom, the waterproof mortar layer (2) is attached to the surface of the concave concrete layer (3), the support piles (8) are fixedly inserted on the concave concrete layer (3), and the bottom of the dredging ditch (10) is positioned in the concave brick laying layer (4).
3. An environment friendly dredging device for urban water flow construction as claimed in claim 1 or 2, wherein the sludge pumps (9) are arranged along the sludge accumulating trench (10) at intervals of 15-25 m.
4. The desilting environmental protection device for urban water flow construction is characterized in that the device further comprises the inserting piles (5), the inserting piles (5) are symmetrically arranged on the silt collecting ditch (10) and vertically inserted on the waterproof mortar slope (7), and the bottoms of the inserting piles are positioned in the concave concrete layer (3).
5. An environmentally friendly dredging device for urban water flow construction as claimed in claim 4, wherein a filter screen frame (13) located above the waterproof mortar slope (7) is placed on the spud (5).
6. An environmentally friendly dredging device for urban water flow construction as claimed in claim 5, wherein the insertion piles (5) are arranged at intervals of 5-10m along the dredging channels (10).
7. The desilting environmental protection device for urban water flow construction according to claim 1 or 6, characterized by further comprising a water inlet pipe (1), wherein the water inlet pipe (1) is horizontally embedded in the upper part of the side body structure of the canal body, a pair of water inlet pipes are symmetrically arranged in the left and right direction, and the water outlet of the water inlet pipe (1) penetrates through the waterproof mortar layer (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021561428.0U CN213062153U (en) | 2020-07-31 | 2020-07-31 | A desilting environment-friendly device for urban water flow construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021561428.0U CN213062153U (en) | 2020-07-31 | 2020-07-31 | A desilting environment-friendly device for urban water flow construction |
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| CN213062153U true CN213062153U (en) | 2021-04-27 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115596065A (en) * | 2022-11-08 | 2023-01-13 | 河海大学（Cn） | Method for reducing silt of inflow box culvert of laterally-arranged rainwater and sewage drainage pump station |
-
2020
- 2020-07-31 CN CN202021561428.0U patent/CN213062153U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115596065A (en) * | 2022-11-08 | 2023-01-13 | 河海大学（Cn） | Method for reducing silt of inflow box culvert of laterally-arranged rainwater and sewage drainage pump station |
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