CN109610486A - A kind of high slope Permeable interlayer trapping method - Google Patents
A kind of high slope Permeable interlayer trapping method Download PDFInfo
- Publication number
- CN109610486A CN109610486A CN201811541917.7A CN201811541917A CN109610486A CN 109610486 A CN109610486 A CN 109610486A CN 201811541917 A CN201811541917 A CN 201811541917A CN 109610486 A CN109610486 A CN 109610486A
- Authority
- CN
- China
- Prior art keywords
- drain pipe
- permeable interlayer
- construction
- bulkhead
- rubble
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
A kind of high slope Permeable interlayer trapping method, Permeable interlayer is filled on the inside of rubble bulkhead building, and using horizontal drill at hydrophobic pore within the scope of Permeable interlayer, the drain pipe for being formed with mesh-shape drain hole is built in rubble bulkhead by the insertion of hydrophobic pore, water flow in Permeable interlayer is most of from mesh-shape drain hole inflow drain pipe, and the open drain in roadside outside rubble bulkhead is discharged to along drain pipe.This method builds rubble bulkhead and installation drain pipe in construction when digging side slope from top to bottom, once succeed when construction, reduce high slope Permeable interlayer processing when difficulty of construction, improve construction efficiency, improve construction and using when safety and avoid high construction cost caused by due to a large amount of construction drainages bright ditch.
Description
Technical field
The invention belongs to highway construction technology fields, are related to a kind of high slope Permeable interlayer trapping method.
Background technique
Under common construction environment, the most common processing method of high slope Permeable interlayer is that coagulation is used at Permeable interlayer
Soil or cyclopean concrete build a large amount of bright ditch to be drained and be sluiced, and the draining in roadside is pooled to by a large amount of bright ditch
Bright ditch.Such method expends a large amount of man power and material in work progress, and the open drain on high slope top is met in use process
Water is easy to collapse.
In short, use is common, gutter drainage has the following disadvantages: 1, difficulty of construction is big, and construction efficiency is low;2, construction stability
Property cannot be guaranteed;3, security risk is big when constructing and use;4, it needs to build a large amount of bright ditches, increases construction cost;5, hydrophobic
Poor processing effect.
Summary of the invention
The object of the invention is that overcoming above-mentioned the deficiencies in the prior art, and provide a kind of permeable folder of high slope
Layer trapping method, this method builds rubble bulkhead when digging side slope from top to bottom in construction and installs drain pipe, one when construction
Secondary success reduces difficulty of construction of the high slope Permeable interlayer in processing, improves construction efficiency, improves construction and use
When safety and avoid high construction cost caused by due to a large amount of construction drainages bright ditch.
As above design, the technical scheme is that a kind of high slope Permeable interlayer trapping method, it is characterised in that:
It builds and fills Permeable interlayer on the inside of rubble bulkhead, and use horizontal drill at hydrophobic pore within the scope of Permeable interlayer, will make
There is the drain pipe of mesh-shape drain hole to build in rubble bulkhead by the insertion of hydrophobic pore, the water flow in Permeable interlayer it is most of from
Mesh-shape drain hole flows into drain pipe, and the open drain in roadside outside rubble bulkhead is discharged to along drain pipe.
Above-mentioned drain pipe uses pvc pipe.
The big 10-20mm in aperture of the aperture ratio drain pipe of above-mentioned drain pipe reserving hole.
By setting drain pipe, as main drainage device, it is bright that the masonry draining in high slope is greatly saved in the present invention
The construction cost of ditch.Meanwhile most of water in Permeable interlayer flows to outside by drain pipe, alleviates rubble bulkhead behind
Active earth pressure and water pressure, also save construction cost, increase the overall stability of side slope, more in construction and use
There is safety guarantee.
Detailed description of the invention:
Fig. 1 is high slope Permeable interlayer mesh-shape PVC drain pipe processing profiles figure;
Fig. 2 is that high slope Permeable interlayer mesh-shape PVC drain pipe handles side view;
Fig. 3 is the plan view of mesh-shape PVC drain pipe;
Fig. 4 is rubble bulkhead schematic diagram.
Specific embodiment:
A kind of high slope Permeable interlayer trapping method, its specific construction procedure are as follows:
1, side slope is dug according to the given ratio of slope of the design of high slope and specification, what a step is every 4-6 meters dug and build slabstone
3, and medium coarse sand gravel pervious bed 4 among slabstone and side slope is filled during masonry, and in PVC drain pipe position preformed hole
Hole.
2, mesh-shape drain hole 2 is processed into according to the size of permeable amount in PVC hydrophobic pipe surface, the size of drain hole and
It calculates and determines away from the sluicing maximum provided according to practical geology exploration report.
3, the rubble bulkhead that will be laid reserves hole site in PVC drain pipe and uses horizontal drill pore-forming, aperture ratio PVC
The PVC drain pipe processed is inserted into the wall of side slope, and will be sealed outside reserving hole by caliber general goal 10-20mm.
The present invention is not limited to embodiments described above.Above the description of specific embodiment is intended to describe and say
Bright technical solution of the present invention, above-mentioned specific embodiment are only to illustrate, and are not restrictive.This hair is not being departed from
In the case of bright objective and scope of the claimed protection, those skilled in the art can also do under the inspiration of the present invention
The specific transformation of many forms out, within these are all belonged to the scope of protection of the present invention.
Claims (3)
1. a kind of high slope Permeable interlayer trapping method, it is characterised in that: Permeable interlayer is filled on the inside of rubble bulkhead building, and
And use horizontal drill at hydrophobic pore within the scope of Permeable interlayer, the drain pipe for being formed with mesh-shape drain hole is passed through into drain pipe
Hole insertion is built in rubble bulkhead, and the water flow in Permeable interlayer is most of to flow into drain pipe from mesh-shape drain hole, and along hydrophobic
Pipe is discharged to the open drain in the outer roadside of rubble bulkhead.
2. a kind of high slope Permeable interlayer trapping method according to claim 1, it is characterised in that: above-mentioned drain pipe uses
Pvc pipe.
3. a kind of high slope Permeable interlayer trapping method according to claim 1, it is characterised in that: above-mentioned drain pipe is reserved
The big 10-20mm in aperture of the aperture ratio drain pipe of hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201811541917.7A CN109610486A (en) | 2018-12-17 | 2018-12-17 | A kind of high slope Permeable interlayer trapping method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201811541917.7A CN109610486A (en) | 2018-12-17 | 2018-12-17 | A kind of high slope Permeable interlayer trapping method |
Publications (1)
Publication Number | Publication Date |
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CN109610486A true CN109610486A (en) | 2019-04-12 |
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Family Applications (1)
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CN201811541917.7A Pending CN109610486A (en) | 2018-12-17 | 2018-12-17 | A kind of high slope Permeable interlayer trapping method |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110258584A (en) * | 2019-06-20 | 2019-09-20 | 中国建筑第八工程局有限公司 | Excavation slope soil nailing pipe walled protection structure and construction method |
CN112647468A (en) * | 2020-12-08 | 2021-04-13 | 中国电建集团成都勘测设计研究院有限公司 | Filling structure and method for high slope permeable site |
CN114875936A (en) * | 2022-05-30 | 2022-08-09 | 中国二十冶集团有限公司 | Construction method for drainage and protection of high cut slope side ditch |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110077334A (en) * | 2009-12-30 | 2011-07-07 | 주식회사 경호엔지니어링 종합건축사사무소 | Retaining wall structure and construction method of the retaining wall structure |
CN207878462U (en) * | 2017-12-15 | 2018-09-18 | 中铁上海工程局集团有限公司 | A kind of mortar flag stone combined bolt support system |
CN208039281U (en) * | 2018-04-11 | 2018-11-02 | 王金宁 | A kind of novel Slope Supporting of Deep Excavation structure |
-
2018
- 2018-12-17 CN CN201811541917.7A patent/CN109610486A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110077334A (en) * | 2009-12-30 | 2011-07-07 | 주식회사 경호엔지니어링 종합건축사사무소 | Retaining wall structure and construction method of the retaining wall structure |
CN207878462U (en) * | 2017-12-15 | 2018-09-18 | 中铁上海工程局集团有限公司 | A kind of mortar flag stone combined bolt support system |
CN208039281U (en) * | 2018-04-11 | 2018-11-02 | 王金宁 | A kind of novel Slope Supporting of Deep Excavation structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110258584A (en) * | 2019-06-20 | 2019-09-20 | 中国建筑第八工程局有限公司 | Excavation slope soil nailing pipe walled protection structure and construction method |
CN110258584B (en) * | 2019-06-20 | 2024-01-30 | 中建八局科技建设有限公司 | Foundation pit side slope soil nailing pipe wall enclosure structure and construction method |
CN112647468A (en) * | 2020-12-08 | 2021-04-13 | 中国电建集团成都勘测设计研究院有限公司 | Filling structure and method for high slope permeable site |
CN114875936A (en) * | 2022-05-30 | 2022-08-09 | 中国二十冶集团有限公司 | Construction method for drainage and protection of high cut slope side ditch |
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Application publication date: 20190412 |