CN203100829U - Urban flood disaster accumulated water depth measuring instrument - Google Patents
Urban flood disaster accumulated water depth measuring instrument Download PDFInfo
- Publication number
- CN203100829U CN203100829U CN 201320118518 CN201320118518U CN203100829U CN 203100829 U CN203100829 U CN 203100829U CN 201320118518 CN201320118518 CN 201320118518 CN 201320118518 U CN201320118518 U CN 201320118518U CN 203100829 U CN203100829 U CN 203100829U
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- CN
- China
- Prior art keywords
- measuring instrument
- accumulated water
- mounting pipe
- water depth
- depth measuring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Abstract
The utility model discloses an urban flood disaster accumulated water depth measuring instrument which comprises a vertically arranged mounting pipe, wherein water inlets are formed in the lower end of the mounting pipe; and a magnetostriction level gauge is fixed in the mounting pipe. The urban flood disaster accumulated water depth measuring instrument provided by the utility model is convenient to mount and high in reliability, has less occupied area, and solves the problem that the current measuring instrument influences overall coordination between traffic and the city.
Description
Technical field
The utility model relates to the automatic monitoring and warning device of city flood, particularly a kind of city flood depth of accumulated water measuring instrument.
Background technology
The general at present float gauge measurement city flood depth of accumulated water that adopts, usually adopt the well logging of reinforced concrete water level, upright steel pipe or PE pipe that float gauge is installed, as shown in Figure 1, in order to prevent that the water level gauge lining rope from taking off groove or disturb, often need stilling well, and the internal diameter of water level well logging generally requires＞600mm, and minimum also gets 200mm.
For low-lying highway section, city, particularly the ponding under the viaduct is monitored deeply, existing measuring instrument is obviously improper, huge upright steel pipe had both influenced traffic, had influenced the city Total tune, the vehicle that travels rapidly simultaneously causes easily that also ponding springs up under the bridge, cause the float gauge lining rope to take off groove, influence the operation reliably and with long-term of equipment.
Summary of the invention
Technical problem to be solved in the utility model is, at the prior art deficiency, provides a kind of easy for installation, occupation of land is little, reliability is high city flood depth of accumulated water measuring instrument.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: a kind of city flood depth of accumulated water measuring instrument, the mounting pipe that comprises vertical setting, described mounting pipe lower end is provided with the inlet opening, and described mounting pipe internal fixation has magnetostriction liquidometer.
Compared with prior art, the beneficial effect that the utility model had is: city flood depth of accumulated water measuring instrument of the present utility model is easy for installation, takes up an area of to lack, and the reliability height has solved the problem that existing measuring instrument influences traffic and city Total tune.
Description of drawings
Fig. 1 is existing city flood depth of accumulated water measuring instrument structural representation;
Fig. 2 is the utility model one example structure synoptic diagram;
Wherein:
1: telemetry terminal system; 2: flange; 3: mounting pipe; 4: magnetostriction liquidometer; 5: stainless steel floating ball; 6: the inlet opening; 7: weight; 8: upright wall; 9: the float gauge ball float.
Embodiment
As shown in Figure 2, the utility model one embodiment comprises the mounting pipe 3 of vertical setting, and described mounting pipe 3 lower ends are provided with inlet opening 6, and described mounting pipe 3 internal fixation have magnetostriction liquidometer 4; Described magnetostriction liquidometer all is fixed on mounting pipe inside by flange 2 in two ends about in the of 4.
Move up under the buoyancy of ponding that stainless steel floating ball 5 on the magnetostriction liquidometer 4 can be in entering into mounting pipe, telemetry terminal system senses the position of stainless steel floating ball, thereby determines depth of accumulated water.
It is steel pipe or the PE pipe of 60mm that mounting pipe in the present embodiment can adopt internal diameter.
Claims (4)
1. city flood depth of accumulated water measuring instrument comprises the mounting pipe of vertical setting, and described mounting pipe lower end is provided with the inlet opening, it is characterized in that, described mounting pipe internal fixation has magnetostriction liquidometer.
2. city flood depth of accumulated water measuring instrument according to claim 1 is characterized in that, described magnetostriction liquidometer all is fixed on mounting pipe inside by flange in two ends up and down.
3. city flood depth of accumulated water measuring instrument according to claim 2 is characterized in that, described mounting pipe is steel pipe or PE pipe.
4. city flood depth of accumulated water measuring instrument according to claim 3 is characterized in that described mounting pipe internal diameter diameter is greater than 60mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320118518 CN203100829U (en) | 2013-03-15 | 2013-03-15 | Urban flood disaster accumulated water depth measuring instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320118518 CN203100829U (en) | 2013-03-15 | 2013-03-15 | Urban flood disaster accumulated water depth measuring instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203100829U true CN203100829U (en) | 2013-07-31 |
Family
ID=48852223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320118518 Expired - Lifetime CN203100829U (en) | 2013-03-15 | 2013-03-15 | Urban flood disaster accumulated water depth measuring instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203100829U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105181179A (en) * | 2015-10-10 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Floating type generator set flow discharge water temperature observation device and installation method thereof |
| CN105300558A (en) * | 2015-11-20 | 2016-02-03 | 中国电建集团贵阳勘测设计研究院有限公司 | Reservoir stop log door layered water intake temperature observation device and observation method thereof |
-
2013
- 2013-03-15 CN CN 201320118518 patent/CN203100829U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105181179A (en) * | 2015-10-10 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Floating type generator set flow discharge water temperature observation device and installation method thereof |
| CN105181179B (en) * | 2015-10-10 | 2018-06-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Floating type generator set flow discharge water temperature observation device and installation method thereof |
| CN105300558A (en) * | 2015-11-20 | 2016-02-03 | 中国电建集团贵阳勘测设计研究院有限公司 | Reservoir stop log door layered water intake temperature observation device and observation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Shi Ruige Inventor after: Liu Zhiyun Inventor after: Lu Yuwei Inventor after: Wang Dayu Inventor before: Dai Xiaobing |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: DAI XIAOBING TO: SHI RUIGE LIU ZHIYUN LU YUWEI WANG DAYU |
|
| C56 | Change in the name or address of the patentee |
Owner name: HYDROCHINA ZHONGNAN ENGINEERING CORPORATION Free format text: FORMER NAME: ZHONGNAN PROSPECTING DESIGN INST. CHINA HYDRAUELECTRIC CONSULTANT GROUP Owner name: CHINA POWER GROUP ZHONGNAN INVESTIGATION DESIGN + Free format text: FORMER NAME: HYDROCHINA ZHONGNAN ENGINEERING CORPORATION |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha Patentee after: HYDROCHINA ZHONGNAN ENGINEERING Corp. Address before: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha Patentee before: Mid-South Hydroelectric Investigation & Design Institute of China Hydropower Engineering Consulting Group |
|
| CP03 | Change of name, title or address |
Address after: 410014 Hunan province Changsha Yuhua District, camphor Road No. 16 Patentee after: POWERCHINA ZHONGNAN ENGINEERING Corp.,Ltd. Address before: 410014, 9 camphor Road, Yuhua District, Hunan, Changsha Patentee before: HYDROCHINA ZHONGNAN ENGINEERING Corp. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130731 |