CN106245661A - Buried pipe and the method burying buried pipe underground thereof - Google Patents
Buried pipe and the method burying buried pipe underground thereof Download PDFInfo
- Publication number
- CN106245661A CN106245661A CN201610751154.3A CN201610751154A CN106245661A CN 106245661 A CN106245661 A CN 106245661A CN 201610751154 A CN201610751154 A CN 201610751154A CN 106245661 A CN106245661 A CN 106245661A
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- China
- Prior art keywords
- pipe
- water level
- level monitoring
- drill steel
- buried pipe
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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 field, particularly relate to a kind of buried pipe, including water level monitoring pipe and ferrule, the lower loop week of described water level monitoring pipe is with permeable hole, described ferrule is made up of iron plate with holes and iron pipe, and described iron pipe is enclosed within described water level monitoring pipe and affixed with it, and described iron plate is affixed with described iron pipe, the external diameter of described iron plate is more than the external diameter of described water level monitoring pipe, and the internal diameter of described iron plate is less than the internal diameter of water level monitoring pipe.It is the most operable that this kind of mode has only to one or two staff, and by quartering hammer can multi-angle, level, vertically bury underground, efficiently, expense is low, simple and convenient, is greatly shortened the down tube time, completes a underground buried tube not over one hour.
Description
Technical field
The present invention relates to building field water proof anti-seepage technical field, particularly relate to a kind of buried pipe and bury buried pipe underground
Method.
Background technology
Foundation ditch below water level located underground execute man-hour requirement take set a raft going subsoil water measure, when the water-bearing layer water yield enrich
It is difficult to defeated dry, or when precipitation may cause the harm such as surrounding buildings composition deformation, continuous frequently with water-stop curtain scheme or underground
Wall, current water-stop curtain scheme or diaphram wall generation seepage, have the mode of multiple closure, and aforesaid way is to rear
A kind of mode blocked is carried out under phase water leakage situation, if carrying out after leaking blocking usually can be late again, in order to avoid
Above-mentioned situation occurs, and current technical staff by arranging several water level wells in the outside of foundation ditch, and the position of water level well is indefinite, base
Being distributed several dewatering wells inside hole, if the water level fall of dewatering well does not goes down to illustrate have dew point at this, but concrete position is not
Know, be difficult to precise positioning, if needing to be accurately positioned, needing water to be flowed in foundation ditch and just knowing, but now may be to week
Enclose building and produce impact.Applicant works out a kind of method that can predict Leakage of Foundation Pit a few days ago, by diaphram wall
Or make a call to an interior water level well inside and outside water-stop curtain and an outer water level well is predicted, in conventional art, it is usually
Directly being punched on the ground by rig, again entering under water level monitoring pipe after punching, this kind of shortcoming is that construction cost is higher,
Needing four or five people's operating large-scale mechanicals, it addition, restricted by place, general main equipment hardly enters.
Summary of the invention
It is an object of the invention to overcome the deficiency of above-mentioned technology, and a kind of buried pipe is provided and buries the side of buried pipe underground
Method, it is simple to buried pipe is imbedded underground, it is possible to multi-angle is imbedded, efficiently, expense low, time saving and energy saving.
The present invention for achieving the above object, by the following technical solutions:
A kind of buried pipe, it is characterised in that: include water level monitoring pipe and ferrule, the lower loop week band of described water level monitoring pipe
Have permeable hole, described ferrule to be made up of iron plate with holes and iron pipe, described iron pipe be enclosed within described water level monitoring pipe and with
It is affixed, and described iron plate is affixed with described iron pipe, and the external diameter of described iron plate is more than the external diameter of described water level monitoring pipe, described iron plate
Internal diameter less than the internal diameter of water level monitoring pipe.
Preferably, described water level monitoring pipe is tubing or permeable corrugated tube.
Preferably, described tubing is wrapped with filter course.
Preferably, described filter course is sponge and geotextiles, described sponge wrapping outside described water level monitoring pipe, described soil
Work cloth is wrapped in outside described sponge.
Preferably, the surface of described permeable corrugated tube is made up of permeable non-woven fabrics.
A kind of method of buried down tube, it is characterised in that:
Its embedment underground comprises the following steps:
Step one, have an annular chuck in the drill steel end of quartering hammer；
Step 2, utilize the vibration of quartering hammer to first pass through drill steel to be broken by soil layer harder for ground, utilize drill steel penetrated surface；
Step 3, after drill steel is penetrated into Soft Soil Layer, by drill steel propose, drill steel is penetrated in above-mentioned buried pipe, on drill steel
Buried pipe, on iron plate, is imbedded underground by the vibration of quartering hammer by annular snap decometer slowly.
The invention has the beneficial effects as follows: relative to prior art, utilize the vibration of quartering hammer to first pass through drill steel and ground is broken
Open, utilize drill steel penetrated surface, after drill steel is penetrated into Soft Soil Layer, be drilled entering under the water level monitoring pipe with ferrule before
Hole in, will with annular chuck drill steel change on quartering hammer, with annular chuck drill steel be inserted into water level monitoring pipe
After in, annular chuck can be stuck on iron plate, and drill steel drives ferrule and water level monitoring pipe to move to underground, thus is supervised by water level
Test tube is lowered into the suitable degree of depth, and it is the most operable that this kind of mode has only to one or two staff, and can by quartering hammer
Multi-angle, level, vertically burying underground, efficiently, expense is low, simple and convenient, is greatly shortened the down tube time, completes a underground and buries
Pipe was not over one hour.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawings and preferred embodiment describe in detail the present invention detailed description of the invention.As it is shown in figure 1, a kind of ground
Down tube, including water level monitoring pipe 1 and ferrule, the lower loop of described water level monitoring pipe is all with permeable hole, described ferrule
Being made up of iron plate 2 with holes and iron pipe 3, described iron pipe is enclosed within described water level monitoring pipe and affixed with it, described iron plate with
Described iron pipe is affixed, and the external diameter of described iron plate is supervised less than water level more than the external diameter of described water level monitoring pipe, the internal diameter of described iron plate
The internal diameter of test tube.The ring week of drill steel 4 can be stuck on iron plate with annular chuck 5, annular chuck, and the purpose arranging ferrule is
For the ease of water level monitoring pipe is sent to underground, damaging water level monitoring pipe during preventing subsequent operation, described iron pipe passes through
Being bolted to the end of described water level monitoring pipe, described water level monitoring pipe box is outside described iron pipe or iron pipe is enclosed within described water
Outside position monitoring pipe, ferrule and water level monitoring pipe can be fixed by two ways.In order to make subsoil water enter into
In water level monitoring pipe, described water level monitoring pipe is tubing 6 or permeable corrugated tube 7.If employing tubing, then described tubing outsourcing
Being wrapped with filter course, filter course is sponge 8 and geotextiles 9, described sponge wrapping outside described water level monitoring pipe, described geotextiles bag
It is rolled in outside described sponge.Subsoil water can be filtered by geotextiles, make the subsoil water entering in water level monitoring pipe protect
Hold cleaning.
If the permeable corrugated tube of water level monitoring board of trustee, the structure of permeable corrugated tube is that the surface of permeable corrugated tube is by permeable nothing
Spin cloth to constitute.Permeable non-woven fabrics can play the effect of drainage, and permeable corrugated tube is in shrinking compression before use
State, understands the expansion of a little when in lower going-into-well, not only saves space but also can reduce the labor intensity of workman.
In the present invention, a kind of method that present invention also offers buried down tube, its embedment underground comprises the following steps:
Step one, have an annular chuck in the drill steel end of quartering hammer；
Step 2, utilize the vibration of quartering hammer to first pass through drill steel to be broken by soil layer harder for ground, utilize drill steel penetrated surface；
Step 3, after drill steel is penetrated into Soft Soil Layer, by drill steel propose, drill steel is penetrated in above-mentioned buried pipe, on drill steel
Buried pipe, on iron plate, is imbedded underground by the vibration of quartering hammer by annular snap decometer slowly.
The vibration utilizing quartering hammer first passes through drill steel and is broken on ground, utilizes drill steel penetrated surface, when drill steel is penetrated into soft
After soil layer, will enter in the hole being drilled before under the water level monitoring pipe with ferrule, will change to the drill steel of annular chuck
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 move to underground, thus water level monitoring pipe is lowered into the suitable degree of depth, and this kind of mode only needs
Want one or two staff the most operable, and by quartering hammer can multi-angle, level, vertically bury underground, efficiently, expense is low,
Simple and convenient, it is greatly shortened the down tube time, completes a underground buried tube not over one hour.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (6)
1. a buried pipe, it is characterised in that: include water level monitoring pipe and ferrule, the lower loop week of described water level monitoring pipe
With permeable hole, described ferrule is made up of iron plate with holes and iron pipe, and described iron pipe is enclosed within described water level monitoring pipe also
Affixed with it, described iron plate is affixed with described iron pipe, and the external diameter of described iron plate is more than the external diameter of described water level monitoring pipe, described ferrum
The internal diameter of plate is less than the internal diameter of water level monitoring pipe.
Buried pipe the most according to claim 1, it is characterised in that: described water level monitoring pipe is tubing or permeable corrugated tube.
Buried pipe the most according to claim 2, it is characterised in that: described tubing is wrapped with filter course.
Buried pipe the most according to claim 3, it is characterised in that: described filter course is sponge and geotextiles, described sponge
Being wrapped in outside described water level monitoring pipe, described geotextiles is wrapped in outside described sponge.
Buried pipe the most according to claim 2, it is characterised in that: the surface of described permeable corrugated tube is by permeable non-woven fabrics structure
Become.
6. one kind is used for burying the method for buried pipe described in claim 1 to 5 any one, it is characterised in that:
Its embedment underground comprises the following steps:
Step one, have an annular chuck in the drill steel end of quartering hammer；
Step 2, utilize the vibration of quartering hammer to first pass through drill steel to be broken by soil layer harder for ground, utilize drill steel penetrated surface；
Step 3, after drill steel is penetrated into Soft Soil Layer, by drill steel propose, drill steel is penetrated in above-mentioned buried pipe, on drill steel
Buried pipe, on iron plate, is imbedded underground by the vibration of quartering hammer by annular snap decometer slowly.
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 true CN106245661A (en) | 2016-12-21 |
| CN106245661B CN106245661B (en) | 2019-04-05 |
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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) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112797958A (en) * | 2020-12-30 | 2021-05-14 | 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 (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002012637A1 (en) * | 2000-08-02 | 2002-02-14 | Nishimatsu Construction Co., Ltd. | Underground water pumping device |
| 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 |
| CN101684653A (en) * | 2008-09-25 | 2010-03-31 | 李柏生 | Dry method pit sinking construction technique |
| CN103061667A (en) * | 2012-03-08 | 2013-04-24 | 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 |
| CN205329702U (en) * | 2016-01-08 | 2016-06-22 | 孔祥瑞 | Building engineering foundation ditch precipitation is with from towards formula step -down well |
| 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 (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002012637A1 (en) * | 2000-08-02 | 2002-02-14 | Nishimatsu Construction Co., Ltd. | Underground water pumping device |
| 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 |
| CN101684653A (en) * | 2008-09-25 | 2010-03-31 | 李柏生 | Dry method pit sinking construction technique |
| CN103061667A (en) * | 2012-03-08 | 2013-04-24 | 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 |
| CN205329702U (en) * | 2016-01-08 | 2016-06-22 | 孔祥瑞 | Building engineering foundation ditch precipitation is with from towards formula step -down well |
| CN206015695U (en) * | 2016-08-28 | 2017-03-15 | 神翼航空器科技（天津）有限公司 | Buried pipe |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112797958A (en) * | 2020-12-30 | 2021-05-14 | 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 |
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| Publication number | Publication date |
|---|---|
| CN106245661B (en) | 2019-04-05 |
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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. |