CN109610486A - A kind of high slope Permeable interlayer trapping method - Google Patents

A kind of high slope Permeable interlayer trapping method Download PDF

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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
Application number
CN201811541917.7A
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Chinese (zh)
Inventor
赵志国
崔望
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MCC Tiangong Group Corp Ltd
Original Assignee
MCC Tiangong Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by MCC Tiangong Group Corp Ltd filed Critical MCC Tiangong Group Corp Ltd
Priority to CN201811541917.7A priority Critical patent/CN109610486A/en
Publication of CN109610486A publication Critical patent/CN109610486A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains

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  • 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

A kind of high slope Permeable interlayer trapping method
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.
CN201811541917.7A 2018-12-17 2018-12-17 A kind of high slope Permeable interlayer trapping method Pending CN109610486A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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
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
CN109610486A true CN109610486A (en) 2019-04-12

Family

ID=66009562

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811541917.7A Pending CN109610486A (en) 2018-12-17 2018-12-17 A kind of high slope Permeable interlayer trapping method

Country Status (1)

Country Link
CN (1) CN109610486A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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