CN106245661B - The method of buried pipe and its embedded buried pipe - Google Patents
The method of buried pipe and its embedded buried pipe Download PDFInfo
- Publication number
- CN106245661B CN106245661B CN201610751154.3A CN201610751154A CN106245661B CN 106245661 B CN106245661 B CN 106245661B CN 201610751154 A CN201610751154 A CN 201610751154A CN 106245661 B CN106245661 B CN 106245661B
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- Prior art keywords
- pipe
- water level
- level monitoring
- iron
- drill steel
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Earth Drilling (AREA)
Abstract
The present invention relates to building field water proof anti-seepage technical fields, more particularly to a kind of buried pipe, including water level monitoring pipe and ferrule, the lower loop week of the water level monitoring pipe has permeable hole, the ferrule is made of iron plate with holes and iron pipe, and the iron pipe covers on the water level monitoring pipe and affixed with it, and the iron plate and the iron pipe are affixed, the outer diameter of the iron plate is greater than the outer diameter of the water level monitoring pipe, and the internal diameter of the iron plate is less than the internal diameter of water level monitoring pipe.Such mode only needs one two staff can be operated, and by quartering hammer can multi-angle, level, vertical embedded, efficiently, expense is low, simple and convenient, greatly shortens the down tube time, completes a underground buried tube and do not exceed a hour.
Description
Technical field
The present invention relates to building field water proof anti-seepage technical field more particularly to a kind of buried pipes and its embedded buried pipe
Method.
Background technique
Water level foundation pit below located underground takes rafting underground water measure applying man-hour requirement, when water-bearing layer water is abundant
It is continuous frequently with water-stop curtain scheme or underground when being difficult to defeated dry or precipitation may cause surrounding buildings composition deformation etc. and endanger
Wall, water-stop curtain scheme or diaphram wall leak at present, can be there are many mode blocked, and aforesaid way is only to rear
A kind of mode blocked under phase water leakage situation, usually can be late if blocked again after leak, in order to avoid
Above situation occurs, several water level wells are arranged by the outside in foundation pit in technical staff at present, and the position of water level well is indefinite, base
Hole the inside is distributed several dewatering wells, if the water level drop of dewatering well does not go down to illustrate to have at this dew point, but specific position is not
Know, be difficult precise positioning, if necessary to be accurately positioned, needs water to be flowed into foundation pit and just know, but at this time may be to week
Building is enclosed to have an impact.Applicant develops a kind of method that can predict Leakage of Foundation Pit a few days ago, by diaphram wall
Or an interior water level well and an outer water level well are made a call to inside and outside water-stop curtain to be predicted, in traditional technology, usually
Directly punched on the ground by drilling machine, again water level monitoring pipe tripping in after punching, it is such the disadvantage is that, construction cost is higher,
Four or five people's operating large-scale mechanicals are needed, in addition, being restricted by place, general large scale equipment is hardly entered.
Summary of the invention
It is an object of the invention to overcome the shortcomings of above-mentioned technology, and provide the side of a kind of buried pipe and its embedded buried pipe
Method, convenient for buried pipe is embedded to underground, can multi-angle embedment, efficiently, expense it is low, time saving and energy saving.
The present invention to achieve the above object, using following technical scheme:
A kind of buried pipe, it is characterised in that: including water level monitoring pipe and ferrule, the lower loop of the water level monitoring pipe
Week has permeable hole, and the ferrule is made of iron plate with holes and iron pipe, and the iron pipe covers on the water level monitoring pipe
And it is affixed with it, the iron plate and the iron pipe are affixed, and the outer diameter of the iron plate is greater than the outer diameter of the water level monitoring pipe, described
The internal diameter of iron plate is less than the internal diameter of water level monitoring pipe.
Preferably, the water level monitoring pipe is permeable bellows.
Preferably, the permeable bellows is wrapped with filter layer.
Preferably, the filter layer is sponge and geotextiles, and the sponge wrapping is outside the permeable bellows, the soil
Work cloth is wrapped in outside the sponge.
Preferably, the surface of the permeable bellows is made of permeable non-woven fabrics.
A kind of method of buried down tube, it is characterised in that:
It is embedded to underground the following steps are included:
Step 1: being provided with an annular chuck in the drill steel end of quartering hammer；
The harder soil layer in ground is broken Step 2: first passing through drill steel using the vibration of quartering hammer, penetrates ground using drill steel
Face；
Step 3: proposing drill steel after drill steel is penetrated into Soft Soil Layer, drill steel is penetrated into above-mentioned buried pipe, drill steel
On annular chuck be stuck on iron plate, buried pipe is slowly embedded to by underground by the vibration of quartering hammer.
The beneficial effects of the present invention are: compared with the existing technology, first passing through drill steel using the vibration of quartering hammer and breaking ground
It opens, using drill steel penetrated surface, after drill steel is penetrated into Soft Soil Layer, will be drilled before the water level monitoring pipe tripping in ferrule
Hole in, by the drill steel replacement with annular chuck on quartering hammer, the drill steel with annular chuck is inserted into water level monitoring pipe
In after, annular chuck can be stuck on iron plate, and drill steel drives ferrule and water level monitoring pipe mobile to underground, so that water level be supervised
Test tube is lowered into suitable depth, and such mode only needs one two staff can be operated, and can by quartering hammer
Multi-angle, is vertically buried level, and efficiently, expense is low, simple and convenient, is greatly shortened the down tube time, is completed a underground and bury
Pipe does not exceed a hour.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Specific embodiment
With reference to the accompanying drawing and the preferred embodiment specific embodiment that the present invention will be described in detail.As shown in Figure 1, a kind ofly
The lower loop week of down tube, including water level monitoring pipe 1 and ferrule, the water level monitoring pipe has permeable hole, the ferrule
Be made of iron plate 2 with holes and iron pipe 3, the iron pipe cover it is on the water level monitoring pipe and affixed with it, the iron plate with
The iron pipe is affixed, and the outer diameter of the iron plate is greater than the outer diameter of the water level monitoring pipe, and the internal diameter of the iron plate is supervised less than water level
The internal diameter of test tube.The ring week of drill steel 4 has annular chuck 5, and annular chuck can be stuck on iron plate, and the purpose that ferrule is arranged is
For the ease of water level monitoring pipe is sent to underground, prevent from damaging water level monitoring pipe during subsequent operation, the iron pipe passes through
Bolt is fixed on the end of the water level monitoring pipe, and the water level monitoring pipe sleeve is outside the iron pipe or iron pipe is covered in the water
Position monitoring pipe is outer, and ferrule and water level monitoring pipe can be fixed for two ways.In order to enter underground water
In water level monitoring pipe, the water level monitoring pipe is tubing 6 or permeable bellows 7.If using tubing, the tubing outsourcing
It is wrapped with filter layer, filter layer is sponge 8 and geotextiles 9, and the sponge wrapping is outside the water level monitoring pipe, geotechnique's cloth bag
It is rolled in outside the sponge.Underground water can be filtered by geotextiles, protect the underground water entered in water level monitoring pipe
Hold cleaning.
If the permeable bellows of water level monitoring board of trustee, the structure of permeable bellows is the surface of permeable bellows by permeable nothing
Woven fabric is constituted.Permeable non-woven fabrics can play the role of drainage, and permeable bellows is to compress before use in contraction
State, understands the expansion of a little when in lower going-into-well, has not only saved space but also can reduce the labor intensity of worker.
In the present invention, the present invention also provides a kind of method of buried down tube, be embedded to underground the following steps are included:
Step 1: being provided with an annular chuck in the drill steel end of quartering hammer；
The harder soil layer in ground is broken Step 2: first passing through drill steel using the vibration of quartering hammer, penetrates ground using drill steel
Face；
Step 3: proposing drill steel after drill steel is penetrated into Soft Soil Layer, drill steel is penetrated into above-mentioned buried pipe, drill steel
On annular chuck be stuck on iron plate, buried pipe is slowly embedded to by underground by the vibration of quartering hammer.
Drill steel is first passed through using the vibration of quartering hammer to break ground, using drill steel penetrated surface, when drill steel be penetrated into it is soft
After soil layer, by the hole being drilled before the water level monitoring pipe tripping in ferrule, the drill steel replacement with annular chuck is arrived
On quartering hammer, the drill steel with annular chuck is inserted into water level monitoring Guan Zhonghou, and annular chuck can be stuck on iron plate, and drill steel drives
Ferrule and water level monitoring pipe are mobile to underground, so that water level monitoring pipe is lowered into suitable depth, such mode is only needed
Want one two staff can be operated, and by quartering hammer can multi-angle, level, vertical embedded, efficiently, expense is low,
It is simple and convenient, the down tube time is greatly shortened, a underground buried tube is completed and does not exceed a hour.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (6)
1. a kind of buried pipe, it is characterised in that: including water level monitoring pipe and ferrule, the lower loop week of the water level monitoring pipe
With permeable hole, the ferrule is made of iron plate with holes and iron pipe, and the iron pipe covers on the water level monitoring pipe simultaneously
Affixed with it, the iron plate and the iron pipe are affixed, and the outer diameter of the iron plate is greater than the outer diameter of the water level monitoring pipe, the iron
The internal diameter of plate is less than the internal diameter of water level monitoring pipe.
2. buried pipe according to claim 1, it is characterised in that: the water level monitoring pipe is permeable bellows.
3. buried pipe according to claim 2, it is characterised in that: the permeable bellows is wrapped with filter layer.
4. buried pipe according to claim 3, it is characterised in that: the filter layer is sponge and geotextiles, the sponge
It is wrapped in outside the permeable bellows, the geotextiles are wrapped in outside the sponge.
5. buried pipe according to claim 2, it is characterised in that: the surface of the permeable bellows is by permeable non-woven fabrics structure
At.
6. a kind of method for burying buried pipe described in claim 1 to 5 any one, it is characterised in that:
It is embedded to underground the following steps are included:
Step 1: being provided with an annular chuck in the drill steel end of quartering hammer；
The harder soil layer in ground is broken Step 2: first passing through drill steel using the vibration of quartering hammer, utilizes drill steel penetrated surface；
Step 3: proposing drill steel after drill steel is penetrated into Soft Soil Layer, drill steel is penetrated into above-mentioned buried pipe, on drill steel
Annular chuck is stuck on iron plate, and buried pipe is slowly embedded to underground by the vibration of quartering hammer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610751154.3A CN106245661B (en) | 2016-08-28 | 2016-08-28 | The method of buried pipe and its embedded buried pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610751154.3A CN106245661B (en) | 2016-08-28 | 2016-08-28 | The method of buried pipe and its embedded buried pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106245661A CN106245661A (en) | 2016-12-21 |
| CN106245661B true CN106245661B (en) | 2019-04-05 |
Family
ID=57598163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610751154.3A Active CN106245661B (en) | 2016-08-28 | 2016-08-28 | The method of buried pipe and its embedded buried pipe |
Country Status (1)
| Country | Link |
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| CN (1) | CN106245661B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112797958B (en) * | 2020-12-30 | 2023-05-19 | 中国地质科学院岩溶地质研究所 | Karst wetland water resource regulation and storage method based on karst underground river system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100999900A (en) * | 2006-01-09 | 2007-07-18 | 立基工程有限公司 | Bottom impacting type steel pipe concrete pole and construction method thereof |
| CN205329702U (en) * | 2016-01-08 | 2016-06-22 | 孔祥瑞 | Building engineering foundation ditch precipitation is with from towards formula step -down well |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3974851B2 (en) * | 2000-08-02 | 2007-09-12 | 西松建設株式会社 | Groundwater pumping equipment |
| CN101684653A (en) * | 2008-09-25 | 2010-03-31 | 李柏生 | Dry method pit sinking construction technique |
| CN103061667B (en) * | 2012-03-08 | 2015-05-13 | 杨晓胤 | Water hammer type well drill |
| CN203498848U (en) * | 2013-09-03 | 2014-03-26 | 中铁建设集团有限公司 | Light-weight well point downcast pipe hole forming device |
| CN105386480A (en) * | 2015-12-11 | 2016-03-09 | 神翼航空器科技（天津）有限公司 | Pore-forming device for breaking hammer type cast-in-place pile |
| CN105649096A (en) * | 2015-12-29 | 2016-06-08 | 上海广联环境岩土工程股份有限公司 | Standby and observation well for foundation pit dewatering |
| CN206015695U (en) * | 2016-08-28 | 2017-03-15 | 神翼航空器科技（天津）有限公司 | Buried pipe |
-
2016
- 2016-08-28 CN CN201610751154.3A patent/CN106245661B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100999900A (en) * | 2006-01-09 | 2007-07-18 | 立基工程有限公司 | Bottom impacting type steel pipe concrete pole and construction method thereof |
| CN205329702U (en) * | 2016-01-08 | 2016-06-22 | 孔祥瑞 | Building engineering foundation ditch precipitation is with from towards formula step -down well |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106245661A (en) | 2016-12-21 |
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| C10 | Entry into substantive examination | ||
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Effective date of registration: 20220314 Address after: 300000 6-902, No.60, 1st Street, Binhai New Area Development Zone, Tianjin Patentee after: TIANJIN JIANYAN ROCK AND SOIL ENGINEERING Co.,Ltd. Address before: 300000 Tianjin Jinnan District Jinnan Economic Development Zone (West District) Hongkong block 3, block B 206-4. Patentee before: TIANJIN DIVINE WING AIRCRAFT TECHNOLOGY CO.,LTD. |
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| TR01 | Transfer of patent right |