CN110042850A - A kind of soil-slope discharge structure and its construction method - Google Patents
A kind of soil-slope discharge structure and its construction method Download PDFInfo
- Publication number
- CN110042850A CN110042850A CN201910423696.1A CN201910423696A CN110042850A CN 110042850 A CN110042850 A CN 110042850A CN 201910423696 A CN201910423696 A CN 201910423696A CN 110042850 A CN110042850 A CN 110042850A
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- Prior art keywords
- slope
- herringbone
- soil
- aqueduct
- discharge structure
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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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- 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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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention belongs to slope project technical fields, disclose a kind of soil-slope discharge structure and its construction method, drainage system includes several drainpipes, several drainpipes are arranged along the direction of side slope top of the slope to bottom of slope, it is all provided between two adjacent drainpipes to there is several herringbone aqueducts, the left and right sides of herringbone water guide bottom of the tube is connected to the drainpipe of two sides respectively, the cross section of herringbone aqueduct is C-shaped, it is open towards the direction of top of the slope, side slope bottom is provided with gutter, and the bottom of drainpipe extends in gutter；The present invention, which can effectively simplify tradition and pour water blocking, obstructs cumbersome work progress, reduces difficulty of construction, improves operating efficiency, reduces construction cost, economical and practical.
Description
Technical field
The invention belongs to slope project technical fields, and in particular to a kind of soil-slope discharge structure and its construction method.
Background technique
In a variety of slope protection measures, skeleton slope protection is that the relatively broad side slope of current highway, railway applications is anti-
Maintaining method, skeleton have the function of dividing catchment area and timely ejectment, prevents slope surface from being formed coombe and shallow by rain drop erosion
Layer, which slips, to collapse.Skeleton can be divided into the diversified forms such as arch, herringbone, diamond shape by geometry.Wherein, herringbone aqueduct is more
A common seed type, implementing material is mainly prefabricated section, mortar flag stone etc..In the actual construction process, by pouring lattice
Beam and water blocking stalk, realize that side slope protection and draining, forming process are complex.Wherein the casting process of water blocking stalk is especially cumbersome,
Construction efficiency is extremely low, time-consuming and uneconomical, and especially with the side slope of certain altitude and the gradient, difficulty of construction is bigger, makees
Industry efficiency is lower, generally can not ensure that water blocking obstructs pouring quality.
Summary of the invention
Of the existing technology in order to solve the problems, such as, the present invention provides a kind of soil-slope discharge structure and its construction party
Method, technical solution are as follows:
A kind of soil-slope discharge structure, including several drainpipes, several drainpipes are along side slope top of the slope to bottom of slope
Direction setting, be all provided between two adjacent drainpipes to there is several herringbone aqueducts, herringbone water guide bottom of the tube
The left and right sides is connected to the drainpipe of two sides respectively, and the cross section of herringbone aqueduct is C-shaped, is open towards the side of top of the slope
To side slope bottom is provided with gutter, and the bottom of drainpipe extends in gutter.
Herringbone aqueduct and drainpipe are made of plastic material.
As further preferred scheme, herringbone aqueduct and drainpipe are made of PE, PP, PVC, PS or ABS.
The angle of the opening of herringbone aqueduct is 60 °~120 °.
As further preferred scheme, the angle of the opening of herringbone aqueduct is 90 °.
Herringbone aqueduct includes the first oblique pipe and the second oblique pipe, the top of the first oblique pipe and the second oblique pipe it
Between using hot melt by the way of be attached.
Angle between first oblique pipe and the second oblique pipe is 60 °~120 °.
It is attached by the way of hot melt between herringbone aqueduct and drainpipe.
A kind of construction method of soil-slope discharge structure, a kind of soil-slope discharge structure above-mentioned of constructing, including with
Lower step:
Step 1, cleaning construction site, modify side slope, then carry out construction lofting by place shown in design drawing；
Step 2 excavates groove for placing herringbone aqueduct and drainpipe, and the cutting depth of groove is corresponding pipeline
The half of diameter；
Step 3, cleaning slope surface surface dust, fill up pit, make slope leveling；
Step 4 places prefabricated herringbone aqueduct and drainpipe in the trench, and the junction between pipeline is first used
Heat melting device connection, then uses anti-corrosion glue adhesive joints, the native padding and compacting in the gap between pipeline and groove；
Step 5, according to design drawing in slope toe excavation gutter, and steel form is placed in gutter, casting concrete,
Steel form is removed after maintenance, gutter, which is built, completes, and slope drainage system is fully completed.
Compared with prior art, the beneficial effects of the present invention are:
The present invention, which can effectively simplify tradition and pour water blocking, obstructs cumbersome work progress, reduces difficulty of construction, improves
Operating efficiency reduces construction cost, economical and practical.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention:
Fig. 2 is the present inventor's font aqueduct cross-sectional view.
Wherein: drainpipe 1；First oblique pipe 2；Second oblique pipe 3；Gutter 4；Opening 5.
Specific embodiment
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute is only used in the embodiment of the present invention
In explaining in relative positional relationship, the motion conditions etc. under a certain particular pose (as shown in the picture) between each component, if should
When particular pose changes, then directionality instruction also correspondingly changes correspondingly.
As depicted in figs. 1 and 2, the present invention provides a kind of soil-slope discharge structures, including set along side slope horizontal array
Several drainpipes 1 set, several drainpipes 1 are arranged along the direction of side slope top of the slope to bottom of slope, two adjacent drainpipes 1
Between be all provided with to there are three herringbone aqueduct, three herringbone aqueducts are arranged along the direction array of side slope top of the slope to bottom of slope,
The left and right sides of herringbone water guide bottom of the tube is connected to the drainpipe 1 of two sides respectively, by along herringbone aqueduct it is axial into
Row cutting, sets C-shaped for the cross section of herringbone aqueduct, retains the 3/4 of section, and be open 5 directions towards top of the slope, uses
The rainwater on side slope surface is flowed through in interception, and is guided in drainpipe 1, side slope bottom is provided with gutter 4, the bottom of drainpipe 1
Portion extends in gutter 4.
Herringbone aqueduct and drainpipe 1 are made of PE, PP, PVC, PS or ABS, and herringbone aqueduct pipe diameter is
100mm, with a thickness of 2mm, 1 pipe diameter of drainpipe is 200mm, with a thickness of 2.5mm.
Herringbone aqueduct includes the first oblique pipe 2 and the second oblique pipe 3, the top of the first oblique pipe 2 and the second oblique pipe 3
It is attached by the way of hot melt between portion.
Angle between first oblique pipe 2 and the second oblique pipe 3 is 60 °~120 °.
It is attached by the way of hot melt between herringbone aqueduct and drainpipe 1.
A kind of construction method of soil-slope discharge structure, a kind of soil-slope discharge structure above-mentioned of constructing, including with
Lower step:
Construction site is first cleared up before step 1, construction, the absolute altitude of construction ground band and grade of side slope need and drawing when modifying side slope
It is required that it is consistent, then construction lofting is carried out by place shown in drawing；
Step 2, according to design form and size hanging wire surveying and locating, excavate groove, the cutting depth of groove is respective tube
The half of road diameter；
Step 3, cleaning slope surface surface dust, fill up pit, make slope leveling；
Step 4 places the first prefabricated oblique pipe 2, the second oblique pipe 3 in the trench, between pipeline with drainpipe 1
Junction first connected with heat melting device, then use anti-corrosion glue adhesive joints, gap between pipeline and groove soil filling pressure
It is real；
Step 5 places steel form in slope toe excavation gutter 4, and in gutter 4 according to design drawing, and it is mixed to pour C30
Solidifying soil, maintenance remove steel form after 8 days, gutter 4, which is built, completes, and slope drainage system is fully completed.
The above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof, although referring to above-described embodiment pair
The present invention is described in detail, and the those of ordinary skill in field is it is understood that still can be to specific embodiment party of the invention
Formula is modified or replaced equivalently, and without departing from any modification of spirit and scope of the invention or equivalent replacement, it should all
Cover in present claims range.
Claims (9)
1. a kind of soil-slope discharge structure, which is characterized in that including several drainpipes, several drainpipes are along Slope
It pushes up to the direction of bottom of slope and is arranged, be all provided between two adjacent drainpipes to having several herringbone aqueducts, herringbone water guide
The left and right sides of bottom of the tube is connected to the drainpipe of two sides respectively, and the cross section of herringbone aqueduct is C-shaped, is open towards slope
The direction on top, side slope bottom are provided with gutter, and the bottom of drainpipe extends in gutter.
2. a kind of soil-slope discharge structure according to claim 1, which is characterized in that herringbone aqueduct and drainpipe
It is made of plastic material.
3. a kind of soil-slope discharge structure according to claim 2, which is characterized in that herringbone aqueduct and drainpipe
It is made of PE, PP, PVC, PS or ABS.
4. a kind of soil-slope discharge structure according to claim 1, which is characterized in that the opening of herringbone aqueduct
Angle is 60 °~120 °.
5. a kind of soil-slope discharge structure according to claim 4, which is characterized in that the opening of herringbone aqueduct
Angle is 90 °.
6. a kind of soil-slope discharge structure according to claim 1, which is characterized in that herringbone aqueduct includes first
Oblique pipe and the second oblique pipe are attached by the way of hot melt between the first oblique pipe and the top of the second oblique pipe.
7. a kind of soil-slope discharge structure according to claim 1, which is characterized in that the first oblique pipe and second oblique
Angle between pipe is 60 °~120 °.
8. a kind of soil-slope discharge structure according to claim 1, which is characterized in that herringbone aqueduct and drainpipe
Between using hot melt by the way of be attached.
9. a kind of construction method of soil-slope discharge structure, a kind of soil constructed as described in any one of claim 1~7
Matter slope drainage structure, which comprises the following steps:
Step 1, cleaning construction site, modify side slope, then carry out construction lofting by place shown in design drawing；
Step 2 excavates groove for placing herringbone aqueduct and drainpipe, and the cutting depth of groove is corresponding pipe diameter
Half；
Step 3, cleaning slope surface surface dust, fill up pit, make slope leveling；
Step 4 places prefabricated herringbone aqueduct and drainpipe in the trench, and the junction between pipeline is first with hot melt
Device connection, then uses anti-corrosion glue adhesive joints, the native padding and compacting in the gap between pipeline and groove；
Step 5, according to design drawing in slope toe excavation gutter, and steel form is placed in gutter, casting concrete, maintenance
After remove steel form, gutter, which is built, completes, and slope drainage system is fully completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910423696.1A CN110042850A (en) | 2019-05-21 | 2019-05-21 | A kind of soil-slope discharge structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910423696.1A CN110042850A (en) | 2019-05-21 | 2019-05-21 | A kind of soil-slope discharge structure and its construction method |
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| Publication Number | Publication Date |
|---|---|
| CN110042850A true CN110042850A (en) | 2019-07-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910423696.1A Pending CN110042850A (en) | 2019-05-21 | 2019-05-21 | A kind of soil-slope discharge structure and its construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113550398A (en) * | 2021-07-22 | 2021-10-26 | 苏州园科生态建设集团有限公司 | Side slope drainage structure and method |
| CN116837874A (en) * | 2023-07-10 | 2023-10-03 | 青海大学 | Ecological management structure of permafrost region hot melt slump disaster |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05209411A (en) * | 1992-07-13 | 1993-08-20 | Aasunikusu Kk | Slope protection material, and slope protection and grassing of slope therewith |
| CN102174816A (en) * | 2011-01-24 | 2011-09-07 | 中国科学院南京地理与湖泊研究所 | Ecological restoration structured approach for unstable earth and rockfill side slope |
| CN202509511U (en) * | 2012-03-29 | 2012-10-31 | 中铁第四勘察设计院集团有限公司 | Protective structure for reinforcing high liquid limit soil side slope |
| CN203160382U (en) * | 2013-02-01 | 2013-08-28 | 中铁二院工程集团有限责任公司 | Xigeda stratum cutting side slope protection water draining system |
| CN105839651A (en) * | 2016-05-16 | 2016-08-10 | 中交第公路勘察设计研究院有限公司 | Roadbed slope assembly type deformation self-adaptive protective framework and splicing method thereof |
| JP2017179981A (en) * | 2016-03-31 | 2017-10-05 | 日鐵住金建材株式会社 | Aboveground part protective structure of slope stabilization method |
| CN206873234U (en) * | 2017-06-28 | 2018-01-12 | 上海墒抢环境技术有限公司 | Automatically cleaning road and pocket type store dirt gutter |
| CN109024836A (en) * | 2017-10-30 | 2018-12-18 | 中国铁道科学研究院深圳研究设计院 | A kind of side slope herringbone stalk, production method and purposes based on geotechnological polymeric material |
| CN210066782U (en) * | 2019-05-21 | 2020-02-14 | 辽宁工程技术大学 | Soil slope drainage structure |
-
2019
- 2019-05-21 CN CN201910423696.1A patent/CN110042850A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05209411A (en) * | 1992-07-13 | 1993-08-20 | Aasunikusu Kk | Slope protection material, and slope protection and grassing of slope therewith |
| CN102174816A (en) * | 2011-01-24 | 2011-09-07 | 中国科学院南京地理与湖泊研究所 | Ecological restoration structured approach for unstable earth and rockfill side slope |
| CN202509511U (en) * | 2012-03-29 | 2012-10-31 | 中铁第四勘察设计院集团有限公司 | Protective structure for reinforcing high liquid limit soil side slope |
| CN203160382U (en) * | 2013-02-01 | 2013-08-28 | 中铁二院工程集团有限责任公司 | Xigeda stratum cutting side slope protection water draining system |
| JP2017179981A (en) * | 2016-03-31 | 2017-10-05 | 日鐵住金建材株式会社 | Aboveground part protective structure of slope stabilization method |
| CN105839651A (en) * | 2016-05-16 | 2016-08-10 | 中交第公路勘察设计研究院有限公司 | Roadbed slope assembly type deformation self-adaptive protective framework and splicing method thereof |
| CN206873234U (en) * | 2017-06-28 | 2018-01-12 | 上海墒抢环境技术有限公司 | Automatically cleaning road and pocket type store dirt gutter |
| CN109024836A (en) * | 2017-10-30 | 2018-12-18 | 中国铁道科学研究院深圳研究设计院 | A kind of side slope herringbone stalk, production method and purposes based on geotechnological polymeric material |
| CN210066782U (en) * | 2019-05-21 | 2020-02-14 | 辽宁工程技术大学 | Soil slope drainage structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113550398A (en) * | 2021-07-22 | 2021-10-26 | 苏州园科生态建设集团有限公司 | Side slope drainage structure and method |
| CN116837874A (en) * | 2023-07-10 | 2023-10-03 | 青海大学 | Ecological management structure of permafrost region hot melt slump disaster |
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