CN105064488A - Kerb drainage system and kerb drainage method for transformer substation - Google Patents
Kerb drainage system and kerb drainage method for transformer substation Download PDFInfo
- Publication number
- CN105064488A CN105064488A CN201510452580.2A CN201510452580A CN105064488A CN 105064488 A CN105064488 A CN 105064488A CN 201510452580 A CN201510452580 A CN 201510452580A CN 105064488 A CN105064488 A CN 105064488A
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- China
- Prior art keywords
- matrix
- drainage system
- transformer station
- kerb drainage
- arc
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Links
- 238000000034 method Methods 0.000 title claims abstract description 8
- 238000009412 basement excavation Methods 0.000 claims abstract description 6
- 239000011347 resin Substances 0.000 claims abstract description 4
- 229920005989 resin Polymers 0.000 claims abstract description 4
- 239000011159 matrix material Substances 0.000 claims description 42
- 210000000481 breast Anatomy 0.000 claims description 3
- 238000004512 die casting Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000001914 filtration Methods 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Housings And Mounting Of Transformers (AREA)
Abstract
The invention relates to a kerb drainage system and a kerb drainage method for a transformer substation. According to the technical scheme, the kerb drainage system comprises a plurality of base bodies, wherein the base bodies consist of resin concrete, and are sequentially connected to one another end to end; the front end surface of each base body is connected with the top of the base body through an arc-shaped connector; each arc-shaped connector is provided with three water feeding holes; drainage channels are horizontally formed in middles of the insides of the base bodies; the water inlet holes are connected with the drainage channels; each water inlet hole is provided with a filtering net; one end of each base body is provided with a bayonet; the other end of each base body is provided with a slot; and each two base bodies are connected with each other by matching the corresponding bayonet and the corresponding slot. The kerb drainage system can be built while kerb is built, workload of a construction unit is reduced, excavation frequency is reduced, occupied area is also reduced, rainwater can be drained out of the transformer substation as soon as possible, and possibility of ponding of the transformer substation is reduced.
Description
Technical field
The present invention relates to a kind of transformer station drainage system, particularly a kind of transformer station road kerb drainage system and method.
Background technology
At present, road kerb and drainage system are the requisite part of transformer station and irrelevant mutually.Substation drainage system adopts the form of underground hidden pipe usually, not only land occupation, increase unit in charge of construction's excavation workload and occur that the problems such as blocking are inconvenient to overhaul, road kerb conventional is at present all generally solid construction, waste time and energy when not only installing, increase the labour intensity of workman, and need to set specific gutter, cause engineering quantity to increase, have a strong impact on construction effect.
Summary of the invention
Object of the present invention is exactly in view of the foregoing defects the prior art has, provides a kind of transformer station road kerb drainage system and method, easy construction, time saving and energy saving, improves operating efficiency.
A kind of transformer station road kerb drainage system that the present invention mentions, its technical scheme is: comprise matrix, matrix is made up of resin concrete, multiple matrix successively head and the tail connects, the front end face of matrix is connected by arc-shaped connector with the top of matrix, described arc-shaped connector is provided with three inlet openings, the bosom level of matrix is provided with drainage channel, described inlet opening communicated drainage passage, described inlet opening is provided with screen pack, one end of described matrix is provided with bayonet socket, the other end of matrix is provided with draw-in groove, to be cooperatively interacted with draw-in groove by bayonet socket when two matrixes connect and be connected.
The back side of above-mentioned matrix is provided with fixed card slot, and the matrix preventing land subsidence from causing sinks.
The bottom of above-mentioned matrix is provided with anti-skidding geosyncline, prevents from using occurred level to be shifted for a long time.
The front end face of above-mentioned matrix is provided with front bayonet slot, and described front bayonet slot is positioned at the bottom of inlet opening.
The laying method of a kind of transformer station road kerb drainage system that the present invention mentions, comprises following step:
A) by die casting matrix;
B) in excavation gutter, transformer station side;
C) matrix poured into a mould successively head and the tail is connected, to be cooperatively interacted with draw-in groove by bayonet socket when two matrixes connect and be connected, when road surface rain, it is the vertical runoff utilizing place, three inlet openings that rainwater is provided with by arc-shaped connector flow into inner drainage channel, are discharged outside station by drainage channel.
The invention has the beneficial effects as follows: in the lump drainage system can be built up while construction road kerb, reduce unit in charge of construction's workload, reduce excavation, reduce floor space, outside can being set off by Water in Rainwater Drainage as early as possible, reduce the possibility of transformer substation accumulated water.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present invention;
Accompanying drawing 2 is lateral views of the present invention;
Accompanying drawing 3 is front views of the present invention;
In upper figure: matrix 1, drainage channel 2, inlet opening 3, front bayonet slot 4, arc-shaped connector 5, screen pack 6, anti-skidding geosyncline 7, fixed card slot 8.
Detailed description of the invention
1-3 by reference to the accompanying drawings, the invention will be further described:
The transformer station that the present invention mentions road kerb drainage system, comprise matrix 1, matrix 1 is made up of resin concrete, multiple matrix 1 successively head and the tail connects, the front end face of matrix 1 is connected by arc-shaped connector 5 with the top of matrix 1, described arc-shaped connector 5 is provided with three inlet openings 3, the bosom level of matrix 1 is provided with drainage channel 2, described inlet opening 3 communicated drainage passage 2, described inlet opening 3 is provided with screen pack 6, one end of described matrix 1 is provided with bayonet socket, the other end of matrix 1 is provided with draw-in groove, to be cooperatively interacted with draw-in groove by bayonet socket when two matrixes connect and be connected.
Wherein, the back side of matrix 1 is provided with fixed card slot 8, and the matrix preventing land subsidence from causing sinks; The bottom of matrix 1 is provided with anti-skidding geosyncline 7, prevents from using occurred level to be shifted for a long time; The front end face of matrix 1 is provided with front bayonet slot 4, and described front bayonet slot is positioned at the bottom of inlet opening 3.
The laying method of a kind of transformer station road kerb drainage system that the present invention mentions, comprises following step:
A) by die casting matrix;
B) in excavation gutter, transformer station side;
C) matrix poured into a mould successively head and the tail is connected, to be cooperatively interacted with draw-in groove by bayonet socket when two matrixes connect and be connected, when road surface rain, it is the vertical runoff utilizing place, rainwater flows into inner drainage channel by three inlet openings 3 that arc-shaped connector 5 is provided with, and is discharged outside station by drainage channel.
The above, be only part preferred embodiment of the present invention, any those of ordinary skill in the art all may utilize the technical scheme correct of above-mentioned elaboration or are revised as equivalent technical scheme.Therefore, any simple modification of carrying out according to technical scheme of the present invention or substitute equivalents, belong to the scope of protection of present invention to the greatest extent.
Claims (5)
1. transformer station's road kerb drainage system, it is characterized in that: comprise matrix (1), matrix (1) is made up of resin concrete, multiple matrix (1) successively head and the tail connects, the front end face of matrix (1) is connected by arc-shaped connector (5) with the top of matrix (1), described arc-shaped connector (5) is provided with three inlet openings (3), the bosom level of matrix (1) is provided with drainage channel (2), described inlet opening (3) communicated drainage passage (2), described inlet opening (3) is provided with screen pack (6), one end of described matrix (1) is provided with bayonet socket, the other end of matrix (1) is provided with draw-in groove, to be cooperatively interacted with draw-in groove by bayonet socket when two matrixes connect and be connected.
2. a kind of transformer station according to claim 1 road kerb drainage system, is characterized in that: the back side of described matrix (1) is provided with fixed card slot (8).
3. a kind of transformer station according to claim 1 road kerb drainage system, is characterized in that: the bottom of described matrix (1) is provided with anti-skidding geosyncline (7).
4. a kind of transformer station according to claim 1 road kerb drainage system, is characterized in that: the front end face of described matrix (1) is provided with front bayonet slot (4), and described front bayonet slot is positioned at the bottom of inlet opening (3).
5. a kind of transformer station laying method of road kerb drainage system according to any one of claim 1-4, is characterized in that: comprise following step:
A) by die casting matrix;
B) in excavation gutter, transformer station side;
C) matrix poured into a mould successively head and the tail is connected, to be cooperatively interacted with draw-in groove by bayonet socket when two matrixes connect and be connected, when road surface rain, it is the vertical runoff utilizing place, three inlet openings (3) that rainwater is provided with by arc-shaped connector (5) flow into inner drainage channel, are discharged outside station by drainage channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510452580.2A CN105064488A (en) | 2015-07-29 | 2015-07-29 | Kerb drainage system and kerb drainage method for transformer substation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510452580.2A CN105064488A (en) | 2015-07-29 | 2015-07-29 | Kerb drainage system and kerb drainage method for transformer substation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105064488A true CN105064488A (en) | 2015-11-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510452580.2A Pending CN105064488A (en) | 2015-07-29 | 2015-07-29 | Kerb drainage system and kerb drainage method for transformer substation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105064488A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110640873A (en) * | 2019-09-27 | 2020-01-03 | 西安建筑科技大学 | But reverse mould of pouring of drainage concrete curb |
| CN113931035A (en) * | 2021-09-10 | 2022-01-14 | 中铁八局集团昆明铁路建设有限公司 | Assembly type curb rainwater collecting system and construction method thereof |
-
2015
- 2015-07-29 CN CN201510452580.2A patent/CN105064488A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110640873A (en) * | 2019-09-27 | 2020-01-03 | 西安建筑科技大学 | But reverse mould of pouring of drainage concrete curb |
| CN113931035A (en) * | 2021-09-10 | 2022-01-14 | 中铁八局集团昆明铁路建设有限公司 | Assembly type curb rainwater collecting system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20151118 |