CN102561501A - Pressure pipeline leakage detection pipe ditch for collapsible loess regions - Google Patents
Pressure pipeline leakage detection pipe ditch for collapsible loess regions Download PDFInfo
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- CN102561501A CN102561501A CN2010105790751A CN201010579075A CN102561501A CN 102561501 A CN102561501 A CN 102561501A CN 2010105790751 A CN2010105790751 A CN 2010105790751A CN 201010579075 A CN201010579075 A CN 201010579075A CN 102561501 A CN102561501 A CN 102561501A
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- detection pipe
- leak detection
- pressure pipeline
- leakage detection
- collapsible loess
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The invention discloses a pressure pipeline leakage detection pipe ditch for collapsible loess regions. A plant pressure pipeline is disposed in a leakage detection pipe ditch (1), the top of the leakage detection pipe ditch (1) is provided with vent holes (4) and leakage detection wells (3), the bottom of the leakage detection pipe ditch (1) is provided with water collection wells (2), and a drain pipe (7) is disposed in each water collection well (2) and connected with a rainwater inspection well (5). Leaking water from the pressure pipeline is finally drained to a sewage treatment station for treatment or drained out of a plant through plant rainwater drain pipelines (6). By using the pressure pipeline leakage detection pipe ditch, the problem of water leakage of the pressure pipelines in the collapsible loess region is solved, the deficiencies of standard atlas of leakage detection pipe ditches in the collapsible loess regions can be complemented, and the pressure pipeline leakage detection pipe ditch has the advantages of safety, practicality and the like.
Description
Technical field
The present invention relates to a kind of pressure pipeline leak detection pipe trench of Collapsible Loess District.
Background technology
Collapsible loess is the commonplace engineering geological conditions in NORTHWEST CHINA area; Its soil property characteristics and engineering harm show as when meeting water-soaked; Make loess generation humidification softening effect; The intensity of soil significantly reduces, and causes the saturated yielding distortion in additonal pressure or under the gravity pressure of additonal pressure and soil, is the loess that a kind of deflection is big, subsidence velocity is fast.The distortion of the de-stabilise of collapsible loess, therefore very harmful to building need to solve the leak detection problem of water supply and sewerage pipeline.
Landforms are tableland, loess tableland plateau limit under the electrolytic aluminium factory of Shaanxi; Whole plant area is in partly to fill out partly digs non-rock side slope; Remove the non-self weight collapse loess of the southeast subordinate of plant area; Most of location belongs to self weight collapse loess, and self weight collapse loess shows as loess and receives water-soaked last applying under the native gravity pressure, and loess can take place significantly to add.Ground saturated yielding grade is the IV level, and the thickness distribution of full factory yellow soil horizon of collapsibility is between 16.9 to 27 meters, and average thickness is 20 meters, belongs to serious collapsible loess district.
Code for building construction in collapsible loess zone that present China is existing and plumbing standard drawing have only been introduced the leak hunting method of water supply and sewerage pipeline in the protection distance; But " Code for building construction in collapsible loess zone " (GBJ 25-90) 3.2.4 bar regulation: ground saturated yielding grade is III, IV level Collapsible Loess District; The thickness of settlement by soaking soil layer is during greater than 12m, and the one-tenth-value thickness 1/10 that the protection distance between pressure pipeline and all kinds of building should be pressed the settlement by soaking soil layer adopts.Therefore be III, IV level Collapsible Loess District in ground saturated yielding grade; The thickness of settlement by soaking soil layer is during greater than 12m; When total figure can't satisfy the protection distance of pressure pipeline installation in the position; Pressure pipeline need all be arranged in the leak detection pipe trench, and how to arrange that the leak detection pipe trench of pressure pipeline is the problem that needs solution.
Summary of the invention
The technical problem that the present invention will solve is: the pressure pipeline leak detection pipe trench that a kind of Collapsible Loess District is provided; To overcome pressure pipeline that prior art the exists deficiencies such as saturated yielding of leaking, the disappearance that can replenish existing Collapsible Loess District leak detection pipe trench standard collective drawings simultaneously.
The present invention constitutes like this: plant area's pressure pipeline is arranged in the leak detection pipe trench, and leak detection pipe trench top is provided with air vent, leak detection well, and leak detection tube ditch bottom is provided with collecting well, and gutter is arranged in the collecting well and with rainwater inspection well and communicates.
Leak detection tube ditch bottom surface is provided with 5 ‰ the gradient, reduces to the collecting well direction.
The corresponding setting of leak detection well with collecting well.
Collecting well, leak detection well, air vent whenever lay one at a distance from 40～60 meters.
The present invention establishes the leak detection well on collecting well top, finds pipeline leakage through daily tour leak detection well, in time service conduits; The air vent that leak detection pipe trench top is provided with is used for staff's service conduits ventilation usefulness in the leak detection pipe trench, avoids causing security incident; When pipeline generation booster leaked, water confluxed to collecting well, drains into rainwater inspection well through gutter, finally drained into outside Sewage Disposal or the factory through plant area's rain drainage pipe; Collecting well, leak detection well, air vent need lay according to actual conditions at a certain distance, general whenever are provided with one at a distance from 50 meters.
The saturated yielding problem because the pressure pipeline that has adopted technique scheme, the present invention to efficiently solve Collapsible Loess District leaks has advantages such as safe, practical.
Description of drawings
Fig. 1 is a floor map of the present invention.
Fig. 2 is an A-A sectional drawing of the present invention.
Fig. 3 is a B-B sectional drawing of the present invention.
The specific embodiment
Embodiments of the invention: plant area's pressure pipeline is arranged in the leak detection pipe trench 1; Leak detection pipe trench 1 top is provided with air vent 4, leak detection well 3; Leak detection pipe trench 1 bottom is provided with collecting well 2; Gutter 7 is arranged in the collecting well 2 and with rainwater inspection well 5 and links to each other, and pressure pipeline percolating water finally drains into outside Sewage Disposal processing or the factory through plant area's rain drainage pipe 6.
Leak detection pipe trench 1 is by 5 ‰ gradient aspect collecting wells 2, and leak detection well 3 is established on collecting well 2 tops, finds that through daily tour leak detection well 3 pipeline has leakage loss when pipeline has leakage loss, in time service conduits; The air vent 4 that leak detection pipe trench 1 top is provided with is used for staff's service conduits ventilation usefulness in leak detection pipe trench 1, avoids causing in staff's ditch and suffocates; When pipeline generation booster leaked, water confluxed to collecting well 2, and near the rainwater inspection well 5 draining into through gutter 7, pressure pipeline percolating water finally drain into outside Sewage Disposal processing or the factory through plant area's rain drainage pipe 6; Collecting well 2, leak detection well 3, air vent 4 need lay one at a distance from 40～60 meters according to actual conditions.
Claims (5)
1. the pressure pipeline of Collapsible Loess District leak detection pipe trench; It is characterized in that: plant area's pressure pipeline is arranged in the leak detection pipe trench (1); Leak detection pipe trench (1) top is provided with air vent (4), leak detection well (3); Leak detection pipe trench (1) bottom is provided with collecting well (2), and gutter (7) is arranged in the collecting well (2) and with rainwater inspection well (5) and communicates.
2. the pressure pipeline of Collapsible Loess District according to claim 1 leak detection pipe trench, it is characterized in that: leak detection pipe trench (1) bottom surface is provided with 5 ‰ the gradient, reduces to collecting well (2) direction.
3. the pressure pipeline of Collapsible Loess District according to claim 1 leak detection pipe trench is characterized in that: leak detection well (3) and the corresponding setting of collecting well (2).
4. the pressure pipeline of Collapsible Loess District according to claim 1 leak detection pipe trench, it is characterized in that: collecting well (2), leak detection well (3), air vent (4) whenever lay one at a distance from 40～60 meters.
5. the pressure pipeline of Collapsible Loess District according to claim 1 leak detection pipe trench, it is characterized in that: pressure pipeline percolating water finally drains into outside Sewage Disposal processing or the factory through plant area's rain drainage pipe (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105790751A CN102561501A (en) | 2010-12-09 | 2010-12-09 | Pressure pipeline leakage detection pipe ditch for collapsible loess regions |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105790751A CN102561501A (en) | 2010-12-09 | 2010-12-09 | Pressure pipeline leakage detection pipe ditch for collapsible loess regions |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102561501A true CN102561501A (en) | 2012-07-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105790751A Pending CN102561501A (en) | 2010-12-09 | 2010-12-09 | Pressure pipeline leakage detection pipe ditch for collapsible loess regions |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850272A (en) * | 2012-12-07 | 2014-06-11 | 贵阳铝镁设计研究院有限公司 | Water discharging method and structure of fire fighting equipment in basement in collapsible loess region |
| CN104695532A (en) * | 2013-12-04 | 2015-06-10 | 贵阳铝镁设计研究院有限公司 | Drainage method and structure of indoor open drain in collapsible loess area |
| CN105442631A (en) * | 2015-12-29 | 2016-03-30 | 中国市政工程西北设计研究院有限公司 | Double plastic pipe and plastic shaft type leakage detecting device for collapsible loess region |
| CN106638695A (en) * | 2016-09-23 | 2017-05-10 | 中国航空规划设计研究总院有限公司 | Leakage detection ditch for building protection in large-thickness collapsible loess area |
| CN111677087A (en) * | 2020-05-15 | 2020-09-18 | 宁波市北仑精诚设备安装有限公司 | Drainage pipeline system, construction method and leakage detection method |
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| JPH0344119A (en) * | 1989-07-11 | 1991-02-26 | Mitsubishi Electric Corp | Mobile radio communication equipment |
| CN201165703Y (en) * | 2008-03-21 | 2008-12-17 | 四川天鑫塑胶管业有限公司 | Leak detection plastic inspection shaft for collapsible loess area |
| CN201883521U (en) * | 2010-12-09 | 2011-06-29 | 中铝国际技术发展有限公司 | Pressure pipeline leakage detection pipe ditch for collapsed loess areas |
-
2010
- 2010-12-09 CN CN2010105790751A patent/CN102561501A/en active Pending
Patent Citations (3)
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| JPH0344119A (en) * | 1989-07-11 | 1991-02-26 | Mitsubishi Electric Corp | Mobile radio communication equipment |
| CN201165703Y (en) * | 2008-03-21 | 2008-12-17 | 四川天鑫塑胶管业有限公司 | Leak detection plastic inspection shaft for collapsible loess area |
| CN201883521U (en) * | 2010-12-09 | 2011-06-29 | 中铝国际技术发展有限公司 | Pressure pipeline leakage detection pipe ditch for collapsed loess areas |
Non-Patent Citations (2)
| Title |
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| 赖新元: "《城市地下管线施工新技术与质量检验评定标准实施手册 （中卷）》", 31 December 2002, article "城市地下管线施工新技术与质量检验评定标准实施手册", pages: 737 * |
| 马金: "《建筑给水排水工程》", 30 April 2004, article "建筑给水排水工程", pages: 13 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850272A (en) * | 2012-12-07 | 2014-06-11 | 贵阳铝镁设计研究院有限公司 | Water discharging method and structure of fire fighting equipment in basement in collapsible loess region |
| CN104695532A (en) * | 2013-12-04 | 2015-06-10 | 贵阳铝镁设计研究院有限公司 | Drainage method and structure of indoor open drain in collapsible loess area |
| CN105442631A (en) * | 2015-12-29 | 2016-03-30 | 中国市政工程西北设计研究院有限公司 | Double plastic pipe and plastic shaft type leakage detecting device for collapsible loess region |
| CN105442631B (en) * | 2015-12-29 | 2018-04-06 | 中国市政工程西北设计研究院有限公司 | The two-tube leak detection facility with plastic well of Collapsible Loess District plastics |
| CN106638695A (en) * | 2016-09-23 | 2017-05-10 | 中国航空规划设计研究总院有限公司 | Leakage detection ditch for building protection in large-thickness collapsible loess area |
| CN111677087A (en) * | 2020-05-15 | 2020-09-18 | 宁波市北仑精诚设备安装有限公司 | Drainage pipeline system, construction method and leakage detection method |
| CN111677087B (en) * | 2020-05-15 | 2021-07-09 | 宁波市北仑精诚设备安装有限公司 | Drainage pipeline system, construction method and leakage detection method |
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Application publication date: 20120711 |