CN110374178A - A kind of construction method in novel plain stage of slope gutter - Google Patents
A kind of construction method in novel plain stage of slope gutter Download PDFInfo
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- CN110374178A CN110374178A CN201910520927.0A CN201910520927A CN110374178A CN 110374178 A CN110374178 A CN 110374178A CN 201910520927 A CN201910520927 A CN 201910520927A CN 110374178 A CN110374178 A CN 110374178A
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- 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
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- 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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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
A kind of construction method in novel plain stage of slope gutter uses the excavation and back-filling way, the construction method of Site and rapid shaping of substep segmentation, with congenic method ratio,, the advantages such as construction quality easily controllable, project cost low fast with speed of application, particularly suitable for the platform edges ditch construction to thick-layer granite residual soil and sandy soil high slope.
Description
Technical field
The present invention relates to a kind of construction methods in plain stage of slope gutter, especially relate to a kind of Modified soil platform edges
The construction method of ditch.
Background technique
The cut slope in thick-layer granite residual soil distributed area, since grogs ingredient is mainly sandy soil, cohesive strength is low, pole
Easily by rain erosion.Platform gutter usually causes erosion damage because of leak and splashing, or due to upper level slope erosion soil
Body slump results in blockage at slope foot position, and gutter is caused to destroy and fail, and then induces slope surface wide scouring and destroy.
Currently, platform gutter mainly uses mortar flag stone structure, by construction site, narrow influenced can only be using manually applying
Work, thus there are long in time limit, deficiency in economic performance, quality be difficult to control the defects of.The tall and big side slope of thick-layer In The Granite Area because
The shortage and difficult of piece stone material, platform gutter are applied frequently with mechanism brickwork construction, but manually, equally exist above-mentioned lack
It falls into.Therefore, engineering practice urgent need finds a kind of technically reliable and the better Novel platform gutter structure of economy and its construction party
Method.
Summary of the invention
Main problem existing for the cut slope platform gutter in thick-layer granite residual soil distributed area is granite residual
Soil slope foot surface layer water content of soil at condition of raining lower platform is relatively high, often in a saturated state, acts in slope surface piece stream
Under, incohesive saturation residual soil is highly prone to sheet erosion, washes away and is lost to platform, causes conventional mortar flag stone gutter
Blocking, cause discharge structure to fail, equally, the granite residual soil of rainfall lower platform surface area also can in saturation
State, splashing, overflow during by the leak of platform gutter and heavy rain can all cause surface layer soil body local flow to lose and empty cavity,
Eventually form the fall damage of gutter.
In order to avoid cement mortar closed platform is often taken in above problem generation and uses the measure of concrete gutter instead.By
Narrow in plain stage of slope, width is often between 1m to 2m, it is difficult to use mechanical work, therefore new measure equally exists artificial work
Industry and concrete curing cause the problem that the construction time is long, structure itself and construction cost are high.
In conclusion the invention patent main problem to be solved: first is that study one can cast-in-place construction, short time limit,
Novel gutter structure at low cost leads to gutter failure to overcome granite residual soil platform gutter easily to be washed away by rain erosion
Problem；Second is that a kind of construction method that mechanical execution can be used is studied, to overcome gutter construction site narrow and artificial construction
Problem long in time limit, at high cost.
The soft plastic modified earth structure of proposed adoption of the present invention takes as platform gutter structure by using reinforcement Modified soil
Achieve the purpose that reduce structure own cost for concrete structure and shortens the construction period；The present invention will also move digging using interim
The process filled out widens the narrow platform that width is 1m to the Wide Worktable of 2.5m, and with the condition that meets mechanical execution, (width exists
2.5m or more), achieve the purpose that reduce construction cost and shortens the construction period；The present invention is on this basis further using soft
Exempting to be compacted ability to cure and exempting to conserve feature for plastic Modified soil, reaches easy to control the quality in conjunction with the forming method of Fill Reinforced With Geogrids
The purpose of system and inexpensive rapid construction.
Specifically, the present invention --- it is existing to excavate gutter --- being laid with earth grille --- using platform is widened
It mixes and stirs modified earth material and --- backfills modified earth material --- anti-package earth grille --- construction technology of sand finish in field
Process is mainly achieved by the following measures stabilization, the low cost, rapid construction in novel plain stage of slope gutter:
1) for 1m Wide Worktable, temporarily excavate the granite residual soil of the 75cm wide of platform upper level Slope foot position,
Excavation granite residual soil is temporarily backfilling into the position of position 75cm wide at the top of platform next stage Slope；By temporarily excavating benefit
The job platform for filling up sufficient mechanical execution reduces construction cost and duration；
2) present invention is respectively 10% cement and 90% excavation granite residual soil soil using solid weight mixed ratio
Material is modified mixing for soil and matches, then will mix the modification earth material prepared plus suitable quantity of water, is mixed and stirred with excavator scene to soft plastic shape
State realizes draining channel forming by wrapping up in TGXG outside；Since the main material of the platform gutter is the granite residual excavated
Earth material, earth material cost is very low, in addition, is mixed and stirred and is backfilling and compacted with excavator scene, the construction cost for mixing and stirring and being backfilling and compacted
Also it is greatly lowered, this makes construction method provided by the invention have quick and economic advantage than congenic method；
3) present invention shows spice backfill using soft plastic Modified soil, has both overcome the method referring to cement mortar solidification construction
To occur that Modified soil water content is excessively high, curing time is long, cured strength is low, is difficult to the problem of forming, in turn avoids referring to pressure
Real soil construction method will occur it is at high cost, be difficult to the problem of being compacted so that modified soil structure provided by the invention is easy to solidify shape
At larger intensity and impervious nature, therefore construction method provided by the invention has easily controllable excellent of quality than congenic method
Gesture.
In short, a kind of construction method in novel plain stage of slope gutter provided by the invention, overcomes granite residual soil flat
Edge of table ditch, which is easily washed away by rain erosion, leads to gutter failure and gutter construction site is narrow and artificial construction is long in time limit, at high cost
Problem has the advantages such as speed of application is fast, quality is easily controllable, project cost is low with similar construction method ratio.
Detailed description of the invention
Fig. 1 is a kind of diagrammatic cross-section in novel plain stage of slope gutter.
Fig. 2 is that platform diagrammatic cross-section is widened in a kind of novel plain stage of slope gutter.
Fig. 3 is a kind of excavation diagrammatic cross-section in novel plain stage of slope gutter.
Specific embodiment
A kind of novel its structure of plain stage of slope gutter proposed by the present invention is by Modified soil main body, in addition being located at outside Modified soil
The package earth grille layer in portion and the decorative mortar layer three parts composition on platform gutter surface；The Modified soil is consolidated
Body weight mixed ratio is respectively 10% cement and 90% excavation granite residual soil earth material, then the modification earth material prepared is added
Upper suitable quantity of water is mixed and stirred with excavator scene to soft plastic state, realizes shaping structures by wrapping up in TGXG outside；Described is novel
The construction method in plain stage of slope gutter, steps characteristic are:
1., first using the excavation and filling operation since platform edge is excavated, passing through after the completion of slope construction section excavates operation
The platform for being 1m to width excavates the granite residual soil that platform upper level Slope foot position horizontal distance is 75cm wide, shape
Area is widened at interim excavates, and the granite residual soil of excavation is temporarily backfilling into position at the top of platform next stage Slope
The position of 75cm wide, formation one interim benefit, which is filled out, after making real widens area, eventually forms the temporary construction of first segment width 2.5m
Platform；
2. excavator to be opened to the first segment temporary construction platform widened, continue 1. to construct by step until completing all
Platform is widened；
3. being transported to cement away from the position platform end 10m, water pipe is connected, and excavator is parked in away from the portion platform end 6m
Position, carries out excavation operation, first excavates temporarily to mend to fill out and widens banketing for area, then reserve 0.5m no-dig technique area in platform edge, flat
Remaining position of platform is excavated by the arc of depth capacity 0.5m, formed 6m long excavation area, will excavation the soil body be deposited in it is close
On the platform of cement heap；
It is respectively 10% cement and 90% excavation granite according to solid weight mixed ratio 4. carrying out trial mix and test
Suitable quantity of water is added in residual soil earth material, is inclined with excavator uniform mixing to soft plastic state, and to mix and stir material there is also granule
It is dry, partially wet judgment criteria control cannot be shaped to mix and stir water content, it is aqueous to have mixed and stirred mixing and stirring for earth material for test after completion is mixed and stirred
Amount；
5. 4. testing obtained water content of mixing and stirring by step solid weight mixed ratio 4. and step, to complete all stacking native
Mixing for material is matched and is mixed and stirred；
6. being that the earth grille of 6m, ultimate tensile strength not less than 30kN/m is cut to by the breadth got ready
The segment of 5.5m long, and the top of the slope of following one level step is to be laid with starting point, and the parallel slope surface in breadth direction is paved, supreme one
Until the excavation point of grade side slope, and extra glass TGXG is rolled into an examination paper, is fixed on upper level side slope with spur
Slope surface on；
7. the earth material mixed is paved the portion of on the platform preceding 5m of glass TGXG by the thickness of 0.5m with excavator
Position, leave a blank 1m, forms the Modified soil main body of first segment 5m long；
8. by step 3., 5. carry out second segment excavation and mix and stir operation, by the earth grille cut by
6. step cuts and is laid with, but the earth grille for the 1m that need to leave a blank with first segment is overlapped, and is paid attention in overlap joint
Second segment earth grille need to be placed in the lower part of first segment earth grille, step is repeated and 7. complete second
The Modified soil main body operation of section 5m long；
9. unclamping the examination paper of first segment earth grille, and paved on the surface of Modified soil main body, with regard to shape
At package earth grille layer；
10. step is repeated 3., 5., 6., 7., 8., 9., until completing the modification earthen backfill and anti-package of whole platforms；
It is put on the surface of package earth grille layer with the cement mortar mixed, forms decorative mortar layer, and
Realize draining channel forming.
Claims (1)
1. a kind of novel its structure of plain stage of slope gutter proposed by the present invention is by Modified soil main body (3), in addition being located at Modified soil
Decorative mortar layer (5) the three parts composition of external package earth grille layer (2) and platform gutter surface；It is described to change
Property native (3) solid weight mixed ratio be respectively 10% cement and 90% excavation granite residual soil earth material, then will prepare
Modification earth material add suitable quantity of water, mixed and stirred with excavator scene to soft plastic state, by wrap up in outside TGXG realize knot constitute
Type；A kind of novel its construction method of plain stage of slope gutter proposed by the present invention has following steps feature:
1. after the completion of slope construction section excavates operation, first using the excavation and filling operation since platform edge is excavated, by width
The platform (4) that (12) are 1m is spent, the granite residual that platform upper level side slope (7) slope foot position horizontal distance is 75cm wide is excavated
Soil forms interim excavates and widens area (9), and the granite residual soil of excavation is temporarily backfilling into platform next stage side slope
(8) position of top of the slope position 75cm wide, formation one interim benefit, which is filled out, after making real widens area (10), eventually forms first segment width
(13) temporary construction platform of 2.5m；
2. excavator to be opened to the first segment temporary construction platform widened, continue 1. to construct by step until completing whole platforms
Widen；
3. cement is transported to and piles a pile away from the position platform end 10m, water pipe is connected, and excavator is parked in away from platform end
The position 6m, carries out excavation operation, first excavates temporarily to mend to fill out and widens banketing for area (10), then reserves 0.5m no-dig technique in platform edge
Area is excavated at remaining position of platform by the arc of depth capacity 0.5m, is formed the excavation area (11) of 6m long, will be excavated the soil body
It is deposited in close on the platform of cement heap；
It is respectively 10% cement and 90% excavation granite residual according to solid weight mixed ratio 4. carrying out trial mix and test
Suitable quantity of water is added in earth material, is partially dry, no with excavator uniform mixing to soft plastic state, and to mix and stir material there is also granule
It can be shaped to partially wet judgment criteria control and mix and stir water content, that completes that test after mixing and stirring mixed and stirred earth material mixes and stirs water content；
5. 4. testing by step solid weight mixed ratio 4. and step obtained water content of mixing and stirring completes all earth materials of stacking
It mixes and matches and mix and stir；
6. being that the earth grille of 6m, ultimate tensile strength not less than 30kN/m is cut to 5.5m long by the breadth got ready
Segment, and the top of the slope of following one level step be laid with starting point, the parallel slope surface in breadth direction is paved, until upper level side slope
Excavation point until, and extra glass TGXG is rolled into an examination paper, the slope surface of upper level side slope is fixed on spur
On；
7. the earth material mixed is paved the portion of on the platform preceding 5m of glass TGXG by the thickness (1) of 0.5m with excavator
Position, leave a blank 1m, forms the Modified soil main body (3) of first segment 5m long；
8. 3., 5. carrying out the excavation of second segment by step and mixing and stirring operation, by the earth grille cut by step
6. cutting and being laid with, but the earth grille for the 1m that need to leave a blank with first segment is overlapped, and pay attention to needing in overlap joint by
Second segment earth grille is placed in the lower part of first segment earth grille, repeats step and 7. completes second segment 5m
Long Modified soil main body (3) operation；
9. unclamping the examination paper of first segment earth grille, and paved on the surface of Modified soil main body (3), is just formed
Package earth grille layer (2)；
10. step is repeated 3., 5., 6., 7., 8., 9., until completing the modification earthen backfill and anti-package of whole platforms；
It is put on the surface of package earth grille layer (2) with the cement mortar mixed, is formed decorative mortar layer (5),
And realize draining channel forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910520927.0A CN110374178B (en) | 2019-06-17 | 2019-06-17 | Construction method of side slope platform drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910520927.0A CN110374178B (en) | 2019-06-17 | 2019-06-17 | Construction method of side slope platform drainage ditch |
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| Publication Number | Publication Date |
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| CN110374178A true CN110374178A (en) | 2019-10-25 |
| CN110374178B CN110374178B (en) | 2022-12-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910520927.0A Active CN110374178B (en) | 2019-06-17 | 2019-06-17 | Construction method of side slope platform drainage ditch |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19944271A1 (en) * | 1999-09-15 | 2001-04-12 | Ahlmann Aco Severin | Channel body |
| CN105926391A (en) * | 2016-06-12 | 2016-09-07 | 西南交通大学 | Method for widening shoulder of existing railway subgrade |
| CN106917388A (en) * | 2017-03-14 | 2017-07-04 | 广东省长大公路工程有限公司 | The check dam and construction method of a kind of use Fill Reinforced With Geogrids modified cement soil clad |
| CN107354911A (en) * | 2017-08-31 | 2017-11-17 | 郑州大学 | A kind of ecological flexible geogrid reinforcement Wharf Construction method |
| CN108343142A (en) * | 2018-04-17 | 2018-07-31 | 中冶（贵州）建设投资发展有限公司 | A kind of flexible ecological roadbed side slope gutter and its construction method |
-
2019
- 2019-06-17 CN CN201910520927.0A patent/CN110374178B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19944271A1 (en) * | 1999-09-15 | 2001-04-12 | Ahlmann Aco Severin | Channel body |
| CN105926391A (en) * | 2016-06-12 | 2016-09-07 | 西南交通大学 | Method for widening shoulder of existing railway subgrade |
| CN106917388A (en) * | 2017-03-14 | 2017-07-04 | 广东省长大公路工程有限公司 | The check dam and construction method of a kind of use Fill Reinforced With Geogrids modified cement soil clad |
| CN107354911A (en) * | 2017-08-31 | 2017-11-17 | 郑州大学 | A kind of ecological flexible geogrid reinforcement Wharf Construction method |
| CN108343142A (en) * | 2018-04-17 | 2018-07-31 | 中冶（贵州）建设投资发展有限公司 | A kind of flexible ecological roadbed side slope gutter and its construction method |
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| Publication number | Publication date |
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| CN110374178B (en) | 2022-12-23 |
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