CN203626036U - Gutter inlet - Google Patents
Gutter inlet Download PDFInfo
- Publication number
- CN203626036U CN203626036U CN201320849401.5U CN201320849401U CN203626036U CN 203626036 U CN203626036 U CN 203626036U CN 201320849401 U CN201320849401 U CN 201320849401U CN 203626036 U CN203626036 U CN 203626036U
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- Prior art keywords
- inlet
- water
- grate
- buttress
- stom water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 152
- 101100366940 Mus musculus Stom gene Proteins 0.000 claims description 68
- 239000004567 concrete Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000010030 laminating Methods 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 229910001141 Ductile iron Inorganic materials 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 abstract description 7
- 239000012535 impurity Substances 0.000 abstract 1
- 238000009825 accumulation Methods 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 230000001413 cellular effect Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 230000008676 import Effects 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
- 235000004443 Ricinus communis Nutrition 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Images
Abstract
The embodiment of the utility model provides a gutter inlet. The gutter inlet comprises a water inlet grate and a cover plate, wherein the water inlet grate is vertically fixed surrounding a well mouth and defined to form a closed shape; the cover plate is attached to the top of the water inlet grate, and the well mouth is covered with the cover plate. The gutter inlet can be applied to fields with permeable laying layers, the situation that the water inlet grate is vertically fixed in the permeable laying layers is achieved, water can be prevented from being accumulated in the laying layers, and collected field rainwater can be drained quickly, effectively and smoothly; the cover plate is arranged on the top of the water inlet grate, so impurities can be prevented from entering the gutter inlet, and maintenance cost of a rainwater drainage system is reduced.
Description
Technical field
The utility model relates to pipe drainage technical field, particularly a kind of inlet for stom water.
Background technology
Current domestic current conversion station and transformer station's Zhan district drainage pattern are divided into ground nature diffusing and ooze row and two kinds of modes of functional in organized water drainage, affected by several factors, and great majority station district adopts functional in organized water drainage now.Functional in organized water drainage is generally divided into storm drain, covered conduit (pipeline) or mixes drainage pattern.The application for be exactly closed drainage mode in functional in organized water drainage, concentrate location that inlet for stom water is set at charge for remittance, rainwater in standing in road and place imports inlet for stom water by water inlet grate, then imports station district sewer stormwater drainage system through arm in inlet for stom water, finally drains into outer appointed place, station.Inlet for stom water refers to the facility that pipe drainage system is collected surface water, is made up of water inlet grate, well bore and arm etc.Be divided into inclined to one side ditch formula, flat comb formula, vertical grate formula and association type.Conventional is flat grate formula inlet for stom water, and flat grate formula inlet for stom water has the flat grate formula of the flat grate formula of kerb and ground, and the flat grate formula of kerb inlet for stom water is applicable to the road of kerb, and the flat grate formula in ground is applicable to without the road surface of kerb, square, low lying ground polywater place etc.Partially ditch formula inlet for stom water is distinguished not quite with flat grated inlet in function, and the bamboo comb surrounding of flat castor formula is made acclive guide face, and it is for collecting rainwater near kerbstone or vertical curb that the bamboo comb of inclined to one side ditch formula has a side.Vertical inlet for stom water has vertical cellular type and vertical grate formula, is applicable to the urban type road of kerb.Its neutral cellular type is applicable to the place that grate gap is easily stopped up by foreign material.Association type inlet for stom water is flat grate and vertical comprehensive form, be applicable to road surface wider, have kerb, run-off to concentrate and have a foreign material place.Pattern, quantity and the layout of inlet for stom water need be determined according to factors such as the discharging capacity of the flow of rainwater in the catchment area of place, inlet for stom water, road longitudinal grade, road surface kinds, generally hypsography low-lying place setting in roadside and place.
In addition, in current domestic current conversion station and Substation Station, idle place generally adopts rubble to lay or grass planting, and northern area place all adopts rubble to lay substantially, and rubble or grass planting place can be considered to adopt according to local climate condition in southern area.For the place of laying rubble in station, macadam thickness is generally at 100mm(millimeter), the water inlet grate of inlet for stom water need be arranged on macadam bottom and could collect fast and effectively the rainwater in place like this, otherwise, if water inlet grate top mark is high high consistent with rubble top mark, rainwater can amass in macadam, only has in the time that the depth of water exceedes 100mm, just can cover macadam and enter inlet for stom water.
Existing vertical grate formula inlet for stom water is applicable to being arranged on urban type road roadside, is not suitable for being arranged in type road roadside, suburb and rubble place.At present, in the station of current conversion station and transformer station, road mostly is highway type, and its inlet for stom water is not suitable for being arranged on road surface, is usually placed in roadside or place flat grate formula inlet for stom water draining for multiselect.For the place of laying rubble in station, at present the water inlet grate top mark of inlet for stom water is high two kinds of methods to set up, a kind of is that the water inlet grate top mark of inlet for stom water is high identical with rubble top mark height, its shortcoming is that rainwater can amass in macadam, only have in the time that the depth of water exceedes 100mm, just can cover macadam and enter inlet for stom water, easily cause place ponding.Another kind is that the water inlet grate top mark of inlet for stom water is high identical with the end absolute altitude of macadam, lower than rubble site elevation 100mm.Its shortcoming is that small particle diameter rubble and the silt of place macadam can hide inlet for stom water, cause impeded drainage, if water inlet grate is hidden also can increase the difficulty that inlet for stom water is safeguarded completely by rubble, need the rubble on staff's periodic cleaning water inlet grate, virtually increase manual maintenance cost.In addition, this inlet for stom water and place terrace absolute altitude are inconsistent, affect the aesthetic feeling in place.Therefore there is the shortcomings such as impeded drainage, maintenance cost is high, place is not attractive in appearance in inlet for stom water used at present.
Utility model content
The utility model embodiment provides a kind of inlet for stom water, has solved the high technical problem of inlet for stom water impeded drainage, maintenance cost in prior art medium stone place.
The utility model embodiment provides a kind of inlet for stom water, and this inlet for stom water comprises: water inlet grate, and fix around well head is vertical, and surround the shape of a sealing; And with described water inlet grate top laminating, cover the cover plate of well head.
In one embodiment, water inlet grate, vertical insertion well bore top, the shape and the well mouth shapes that surround adapt.
In one embodiment, for fixing the buttress of water inlet grate.
In one embodiment, buttress is arranged on the top of well bore.
In one embodiment, the quantity of buttress is at least three.
In one embodiment, the quantity of buttress is four.
In one embodiment, between every adjacent two buttresses, insert a water inlet grate.
In one embodiment, on buttress, be provided with the fixed part for fixing described water inlet grate.
In one embodiment, be above provided with the groove for fixing described water inlet grate.
In one embodiment, the thickness of buttress is identical with the thickness of shaft wall of well bore.
In one embodiment, the height of buttress is greater than the laying layer thickness in place, described inlet for stom water place.
In one embodiment, the height of buttress is 180 millimeters.
In one embodiment, also comprise: be arranged at described buttress and described water inlet grate bottom, make the plain concrete band on described buttress and laminating ground, described well head place, described water inlet grate bottom.
In one embodiment, plain concrete bandwidth goes out 50 millimeters of buttresses, and the thickness of plain concrete band is 90 millimeters.
In one embodiment, it is prefabricated or cast-in-place that buttress adopts plain concrete.
In one embodiment, the material of water inlet grate is ductile iron or steel grating.
In one embodiment, the thickness of water inlet grate is 30 millimeters.
In one embodiment, the grate bar of water inlet grate is arranged as along bar and/or horizontal stripe.
In one embodiment, the top mark of cover plate high with described inlet for stom water the top mark of cable channel cover plate in the venue high or road elevation is identical.
In one embodiment, described cover plate is reinforced concrete cover plate or the organic composite finished product cover plate of cornerite steel framework.
In the utility model embodiment, vertical fixing around well head by the grate of intaking, surround the shape of a sealing, and place and cover the cover plate of well head at water inlet grate top, make place that this inlet for stom water can be applied in permeable laying layer (for example, rubble place) in, realize that water inlet grate is vertical to be fixed in permeable laying layer, avoided laying layer (for example, macadam) internal water accumulation, can rapidly, effectively collect the rainwater in place, and then drain swimmingly the rainwater in place; Cover plate is placed at top at buttress, can avoid foreign material to enter inlet for stom water, thereby reduce the maintenance cost to storm-water system.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present utility model, forms the application's a part, does not form restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the lateral view of a kind of inlet for stom water of providing of the utility model embodiment;
Fig. 2 is the lateral view of the instantiation of a kind of inlet for stom water of providing of the utility model embodiment.
The specific embodiment
For making the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with embodiment and accompanying drawing, the utility model is described in further details.At this, exemplary embodiment of the present utility model and explanation thereof are used for explaining the utility model, but not as to restriction of the present utility model.
In the utility model embodiment, a kind of inlet for stom water is provided, as shown in Figure 1, this inlet for stom water comprises: water inlet grate 101, fix around well head is vertical, and surround the shape of a sealing; And with described water inlet grate top laminating, cover the cover plate 102 of well head.
From above-mentioned inlet for stom water, in the utility model embodiment, vertical fixing around well head by the grate of intaking, surround the shape of a sealing, for example, when well head is rectangle, can be around well head vertical fixing water inlet grate, the shape that water inlet grate after fixing surrounds can be rectangle or circle, also can fix at well bore top water inlet grate, shape and well mouth shapes that water inlet grate after fixing surrounds adapt, also be rectangle, and place at water inlet grate top the cover plate that covers well head, make place that this inlet for stom water can be applied in permeable laying layer (for example, rubble place) in, realize that water inlet grate is vertical to be fixed in laying layer, avoid laying layer (for example, macadam) internal water accumulation, can be rapid, effectively collect the rainwater in place, and then drain swimmingly the rainwater in place, cover plate is placed at top at buttress, can avoid foreign material to enter inlet for stom water, thereby reduce the maintenance cost to storm-water system.
In the specific implementation, water inlet grate 101 can vertically be fixed on well bore top, and the shape surrounding and the well mouth shapes of well bore adapt, and when well head is rectangle or circle, the shape that the water inlet grate after fixing surrounds is also rectangle or circle.
In specific implementation process, in order to firmly fix into water grate 101, as shown in Figure 2, can be provided for the buttress 103 of fixing water inlet grate, firmly fix into water grate 101 around well head.Around water inlet grate is fixed on well head time, the well bore top that buttress can arrange, also can not be arranged on well bore top, is arranged on around well head.
In the specific implementation, the top that buttress 103 is arranged on well bore fixes into water grate 101.According to concrete actual conditions, at least three buttresses 103 are set at well bore top, now, can between every two adjacent buttresses, insert a water inlet grate, shape that the water inlet grate after fixing surrounds and the shape of well head are adapted.Concrete, the quantity of above-mentioned buttress 103 can be four, in the time that well head is rectangle, four buttresses are arranged on four angles, now, can between two adjacent buttresses, insert a water inlet grate 101, can insert altogether four water inlet grates 101.
In the specific implementation, on buttress 103, the fixed parts such as bolt can be set, water inlet grate 101 is securely fixed on buttress 103, in addition, on above-mentioned buttress 103, can also be provided with the groove for fixing water inlet grate 101.
In the specific implementation, in order further to improve the rainwater-collecting ability of inlet for stom water, the height that buttress 103 can be set is greater than the laying layer thickness in place, described inlet for stom water place, for example, the height of buttress 103 can be greater than laying layer thickness 50mm(millimeter), be the height of buttress 103 higher than the thickness of place laying layer, the rainwater stockpiling in can making water inlet grate between buttress 103 101 fully collect to lay layer by layer.For example, when the thickness of place laying layer is 100mm, the height of buttress 103 can be 180mm.The thickness (planar dimension) of buttress 103 is identical with the thickness of shaft wall of well bore.
For making place neat, attractive in appearance, in the specific implementation, can also adjust the preset height that buttress 103 exceeds place laying layer thickness, make the top mark of cover plate 102 at buttress 103 tops high with described inlet for stom water the top mark of cable channel cover plate in the venue high or road elevation is identical.
In the time implementing, for well bore and water inlet grate 101 are combined closely, as shown in Figure 2, also comprise: be arranged at described buttress and described water inlet grate bottom, make the plain concrete band 104 on described buttress and laminating ground, described well head place, described water inlet grate bottom, this plain concrete band can be used as the base of buttress, and for example, this base can be the wide buttress 50mm of going out, thick is the plain concrete band of 90mm, can be cast-in-place together with buttress.
In the specific implementation, above-mentioned buttress 103 can adopt plain concrete prefabricated or cast-in-place.The material of water inlet grate 101 can be ductile iron or steel grating, and thickness can be 30mm, and grate bar arranges can be two kinds of suitable bar or horizontal stripes, and its discharging capacity and supporting capacity are identical.
In the specific implementation, cover plate 102 can be organic composite finished product cover plate, in addition, cover plate can adopt the cover plate the same with station cable trench cover material, can be reinforced concrete cover plate or the organic composite finished product cover plate of cornerite steel framework, consider place surface aesthetic and easy construction, can select organic composite finished product cover plate.
In the utility model embodiment, vertical fixing around well head by the grate of intaking, surround the shape of a sealing, for example, when well head is rectangle, can be around well head vertical fixing water inlet grate, the shape that water inlet grate after fixing surrounds can be rectangle or circle, also can fix at well bore top water inlet grate, shape and well mouth shapes that water inlet grate after fixing surrounds adapt, also be rectangle, and place at water inlet grate top the cover plate that covers well head, make place that this inlet for stom water can be applied in permeable laying layer (for example, rubble place) in, realize that water inlet grate is vertical to be fixed in laying layer, avoid laying layer (for example, macadam) internal water accumulation, can be rapid, effectively collect the rainwater in place, and then drain swimmingly the rainwater in place, cover plate is placed at top at buttress, can avoid foreign material to enter inlet for stom water, thereby reduce the maintenance cost to storm-water system.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model embodiment can have various modifications and variations.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (19)
1. an inlet for stom water, is characterized in that, comprising:
Water inlet grate, fixes around well head is vertical, and surrounds the shape of a sealing;
And, with the cover plate of the laminating of described water inlet grate top, covering well head.
2. inlet for stom water as claimed in claim 1, is characterized in that,
Described water inlet grate, the vertical well bore top of being fixed on, the shape and the well mouth shapes that surround adapt.
3. inlet for stom water as claimed in claim 1, is characterized in that, also comprises:
For the buttress of fixing water inlet grate.
4. inlet for stom water as claimed in claim 3, is characterized in that,
Described buttress is arranged on the top of well bore.
5. inlet for stom water as claimed in claim 3, is characterized in that, the quantity of buttress is at least three.
6. inlet for stom water as claimed in claim 5, is characterized in that, the quantity of buttress is four.
7. inlet for stom water as claimed in claim 5, is characterized in that, inserts a water inlet grate between every adjacent two buttresses.
8. inlet for stom water as claimed in claim 3, is characterized in that, is provided with the groove for fixing described water inlet grate on buttress.
9. inlet for stom water as claimed in claim 3, is characterized in that, the thickness of buttress is identical with the thickness of shaft wall of well bore.
10. inlet for stom water as claimed in claim 3, is characterized in that, the height of buttress is greater than the laying layer thickness in place, described inlet for stom water place.
11. inlets for stom water as claimed in claim 3, is characterized in that, the height of buttress is 180 millimeters.
12. inlets for stom water as claimed in claim 3, is characterized in that, also comprise:
Be arranged at described buttress and described water inlet grate bottom, make the plain concrete band on described buttress and laminating ground, described well head place, described water inlet grate bottom.
13. inlets for stom water as claimed in claim 12, is characterized in that, described plain concrete bandwidth goes out 50 millimeters of buttresses, and the thickness of described plain concrete band is 90 millimeters.
14. as described in any one in claim 3 to 13 inlet for stom water, it is characterized in that, described buttress adopts plain concrete prefabricated or cast-in-place.
15. as described in any one in claim 1 to 13 inlet for stom water, it is characterized in that, water inlet grate material be ductile iron or steel grating.
16. as described in any one in claim 1 to 13 inlet for stom water, it is characterized in that, water inlet grate thickness be 30 millimeters.
17. as described in any one in claim 1 to 13 inlet for stom water, it is characterized in that, the grate bar of water inlet grate is arranged as along bar and/or horizontal stripe.
18. as described in any one in claim 1 to 13 inlet for stom water, it is characterized in that, the top mark of cover plate high with described inlet for stom water the top mark of cable channel cover plate in the venue high or road elevation is identical.
19. as described in any one in claim 1 to 13 inlet for stom water, it is characterized in that, described cover plate is reinforced concrete cover plate or the organic composite finished product cover plate of cornerite steel framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320849401.5U CN203626036U (en) | 2013-12-20 | 2013-12-20 | Gutter inlet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320849401.5U CN203626036U (en) | 2013-12-20 | 2013-12-20 | Gutter inlet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203626036U true CN203626036U (en) | 2014-06-04 |
Family
ID=50812528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320849401.5U Expired - Fee Related CN203626036U (en) | 2013-12-20 | 2013-12-20 | Gutter inlet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203626036U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320131A (en) * | 2015-07-10 | 2017-01-11 | 济南城建集团有限公司 | Asphalt pavement gutter inlet covering construction method |
-
2013
- 2013-12-20 CN CN201320849401.5U patent/CN203626036U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320131A (en) * | 2015-07-10 | 2017-01-11 | 济南城建集团有限公司 | Asphalt pavement gutter inlet covering construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing Patentee after: State Grid Corporation of China Patentee after: CHINA POWER ENGINEERING CONSULTING (Group) Corp. Patentee after: ELECTRIC POWER PLANNING & ENGINEERING INSTITUTE Patentee after: NORTH CHINA POWER ENGINEERING CO., LTD. OF CHINA POWER ENGINEERING CONSULTING Group Patentee after: NORTHEAST ELECTRIC POWER DESIGN INSTITUTE CO., LTD. OF CHINA POWER ENGINEERING CONSULTING Group Patentee after: EAST CHINA ELECTRIC POWER DESIGN INSTITUTE CO., LTD. OF CHINA POWER ENGINEERING CONSULTING Group Patentee after: CENTRAL SOUTHERN CHINA ELECTRIC POWER DESIGN INSTITUTE OF CHINA POWER ENGINEERING CONSULTING Group Corp. Patentee after: NORTHWEST ELECTRIC POWER DESIGN INSTITUTE CO., LTD. OF CHINA POWER ENGINEERING CONSULTING Group Patentee after: Southwest Electric Power Design Institute CO., Ltd. of China Power Engineering Consulting Group Address before: 100031 Xicheng District West Chang'an Avenue, No. 86, Beijing Patentee before: State Grid Corporation of China Patentee before: CHINA POWER ENGINEERING CONSULTING Group Corp. Patentee before: ELECTRIC POWER PLANNING & ENGINEERING INSTITUTE Patentee before: NORTH CHINA POWER ENGINEERING CO., LTD. OF CHINA POWER ENGINEERING CONSULTING Group Patentee before: NORTHEAST ELECTRIC POWER DESIGN INSTITUTE OF CHINA POWER ENGINEERING CONSULTING Group Patentee before: CHINA POWER ENGINEERING CONSULTING Group CORPORATION EAST CHINA ELECTRIC POWER DESIGN INSTITUTE Patentee before: CENTRAL SOUTHERN CHINA ELECTRIC POWER DESIGN INSTITUTE, CHINA POWER ENGINEERING CONSULTING Group Corp. Patentee before: NORTHWEST ELECTRIC POWER DESIGN INST. OF CHINA POWER ENGINEERING CONSULTING Group Patentee before: SOUTHWEST ELECTRIC POWER DESIGN INSTITUTE OF CHINA POWER ENGINEERING CONSULTING Group Corp. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140604 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |