CN104947692A - Transformation method for protective slope of field ridge - Google Patents
Transformation method for protective slope of field ridge Download PDFInfo
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- CN104947692A CN104947692A CN201510094496.8A CN201510094496A CN104947692A CN 104947692 A CN104947692 A CN 104947692A CN 201510094496 A CN201510094496 A CN 201510094496A CN 104947692 A CN104947692 A CN 104947692A
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- side slope
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Abstract
The invention provides a transformation method for a protective slope of a field ridge. The method includes b, trimming a side slope of a to-be-transformed target field ridge, and flattening the surface of the side slope of the field ridge; c, building an earth ridge by immature soil without impurities and tamping the earth ridge in layers; d, digging a foundation ditch at the lower edge of the side slope, and flattening and tamping the bottom of the foundation ditch, the foot of the side slope and loose slope surfaces of toe wall construction positions; e, building a toe wall according to a slurry spreading method; f, laying I-shaped chained slop protection bricks on the protective slop of the to-be-transformed target field ridge; g, after laying of the slop protection bricks, performing soil backfilling on open holes and gaps of the slop protection bricks. The transformation method has the advantages that ecological balance of local small microenvironment of a transformed target area is not changed after construction of the protective slope of the field ridge, and growth of crops is benefited; moreover, structural strength of the protective slop can be guaranteed, and construction cost and construction difficulty can be lowered.
Description
Technical field
The present invention relates to a kind of land reclamation method, particularly relate to a kind of raised path through fields bank protection remodeling method.
Background technology
At present in land leveling project, bank protection for the raised path through fields builds general employing laid dry or cemented rock, the rectangular slab of stone etc., adopt the raised path through fields bank protection built up in this way and have larger negative effect to environment and ecoscape, such as completely cut off the mutual UNICOM between the biology of upper and lower field part and microorganism, destroy the ecological homeostasis of the regional area of transformation target, be unfavorable for the growth of crop, and construction costs is high, difficulty of construction is large.
Therefore, need to propose a kind of new raised path through fields bank protection remodeling method, can after the construction completing raised path through fields bank protection, the ecological homeostasis of transformation target area local microenvironment can not be changed, be beneficial to as growth, and the structural strength of bank protection can be ensured, reduce construction costs and difficulty of construction.
Summary of the invention
In view of this, a kind of raised path through fields bank protection remodeling method provided by the invention, can after the construction completing raised path through fields bank protection, the ecological homeostasis of transformation target area local microenvironment can not be changed, be beneficial to as growth, and the structural strength of bank protection can be ensured, reduce construction costs and difficulty of construction.
A kind of raised path through fields bank protection remodeling method provided by the invention, described method comprises the steps:
B. slope trimming: the side slope of the target raised path through fields of transformation is repaired, the surface of the side slope of the plain raised path through fields;
C. the low bank of earth between fields is built: adopt and do not fill the low bank of earth between fields containing the immature soil of foreign material, and compaction in layers is carried out to the low bank of earth between fields;
D. excavate foundation trench: along excavating foundation trench under side slope, and to bottom foundation trench, loosening domatic in the crippled and toe wall place of building of side slope carry out smooth compacting;
E. toe wall is built by laying bricks or stones: adopt paving slurry processes to build toe wall by laying bricks or stones;
F. revetment brick is laid: on the bank protection of the target raised path through fields of transformation, lay I shape interlocking bank protection brick;
G., after revetment brick is laid, soil backfill is carried out to the perforate of revetment brick and gap.
Further, before step b, also comprise step a: the construction line-putting: the construction line-putting is carried out in the design according to the target raised path through fields of transformation, and unwrapping wire comprises: slope excavation line, foundation trench excavation line and build low bank of earth between fields line.
Further, in stepb, before slope trimming, clear up construction plant, removing side slope surface and the low bank of earth between fields build the foreign material such as weeds, tree root gone, and repair than excavation, to cavity and recess fill compaction according to the side slope of setting.
Further, in step c, before building the low bank of earth between fields, thoroughly clear up the bubble soil in low bank of earth between fields build district, afrodite, weeds and tree root until expose hard substratum.
Further, in step c, when filling the low bank of earth between fields, the thickness of every one deck is 18-23cm, and after compacting, the thickness of every one deck is 14-16cm, and degree of compaction is greater than 90%.
Further, in step e, build toe wall by laying bricks or stones by following paving slurry processes: the leveling layer laying M7.5 cement mortar at the bottom land of foundation trench, adopt shale brick to build toe wall by laying bricks or stones, and first row shale brick adopts header, second row shale brick adopts facing bond.
Beneficial effect of the present invention: raised path through fields bank protection remodeling method of the present invention, can after the construction completing raised path through fields bank protection, the ecological homeostasis of transformation target area local microenvironment can not be changed, be beneficial to as growth, and the structural strength of bank protection can be ensured, reduce construction costs and difficulty of construction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
Fig. 1 is flow chart of the present invention.
Fig. 2 is protective slope structure schematic diagram of the present invention.
Detailed description of the invention
Fig. 1 is flow chart of the present invention, and Fig. 2 is protective slope structure schematic diagram of the present invention, and as shown in the figure, a kind of raised path through fields bank protection remodeling method provided by the invention, described method comprises the steps:
B. slope trimming: the side slope of the target raised path through fields of transformation is repaired, the surface of the side slope of the plain raised path through fields;
C. the low bank of earth between fields is built: adopt and do not fill the low bank of earth between fields containing the immature soil of foreign material, and compaction in layers is carried out to the low bank of earth between fields;
D. foundation trench is excavated: along excavating foundation trench under side slope, and to bottom foundation trench, the crippled and toe wall place of building of side slope loosen domaticly carry out smooth compacting, and when foundation trench excavates, do not transport the soil of excavation, but pile up on the spot, wait revetment brick lay complete after carry out soil backfill;
E. toe wall is built by laying bricks or stones: adopt paving slurry processes to build toe wall by laying bricks or stones;
F. revetment brick is laid: on the bank protection of the target raised path through fields of transformation, lay I shape interlocking bank protection brick, wherein, the I shape interlocking bank protection brick that revetment brick adopts perforate degree to be greater than 20%, the soil amount after soil backfill can be ensured, vegetation is planted to keep the ecological homeostasis of the subenvironment transforming region at bank protection for follow-up, strengthen the intensity of bank protection, and be beneficial to the growth of crop, and long 404mm selected by I shape interlocking bank protection brick, wide 303mm and thickness are that the revetment brick of 100mm is advisable most, be beneficial to laying, strong adaptability, all cutting can be reduced under different bank protection conditions, thus saving material,
G. after revetment brick is laid, soil backfill is carried out to the perforate of revetment brick and gap, after reclaimed soil, vegetation can be planted on bank protection, keep the ecological homeostasis of the subenvironment in transformation region, strengthen the intensity of bank protection, and be beneficial to the growth of crop.
In the present embodiment, before step b, also comprise step a: the construction line-putting: the construction line-putting is carried out in the design according to the target raised path through fields of transformation, and unwrapping wire comprises: slope excavation line, foundation trench excavation line and build low bank of earth between fields line.
In the present embodiment, in stepb, construction plant was cleared up before slope trimming, removing side slope surface and the low bank of earth between fields build the foreign material such as weeds, tree root gone, and repair than excavation, to cavity and recess fill compaction according to the side slope of setting, after slope trimming, the surfacing of side slope should be made closely knit, and loosen phenomenon without depression and surface after guaranteeing compacting, thus guarantee construction quality.
In the present embodiment, in step c, before building the low bank of earth between fields, thoroughly clear up the bubble soil in low bank of earth between fields build district, afrodite, weeds and tree root until expose hard substratum, avoid above-mentioned foreign material on the impact of workmanship, guarantee improved workmanship.
In the present embodiment, in step c, when filling the low bank of earth between fields, the thickness of every one deck is 18-23cm, and after compacting, the thickness of every one deck is 14-16cm, and degree of compaction is greater than 90%, guarantees workmanship.
In the present embodiment, in step e, build toe wall by laying bricks or stones by following paving slurry processes: the leveling layer laying M7.5 cement mortar at the bottom land of foundation trench, shale brick is adopted to build toe wall by laying bricks or stones, and first row shale brick adopts header, second row shale brick adopts facing bond, and revetment brick should fit tightly with domatic.
What finally illustrate is, above embodiment is only in order to illustrate technical scheme of the present invention and unrestricted, although with reference to preferred embodiment to invention has been detailed description, those of ordinary skill in the art is to be understood that, can modify to technical scheme of the present invention or equivalent replacement, and not departing from aim and the scope of technical solution of the present invention, it all should be encompassed in the middle of right of the present invention.
Claims (6)
1. a raised path through fields bank protection remodeling method, is characterized in that: described method comprises the steps:
B. slope trimming: the side slope of the target raised path through fields of transformation is repaired, the surface of the side slope of the plain raised path through fields;
C. the low bank of earth between fields is built: adopt and do not fill the low bank of earth between fields containing the immature soil of foreign material, and compaction in layers is carried out to the low bank of earth between fields;
D. excavate foundation trench: along excavating foundation trench under side slope, and to bottom foundation trench, loosening domatic in the crippled and toe wall place of building of side slope carry out smooth compacting;
E. toe wall is built by laying bricks or stones: adopt paving slurry processes to build toe wall by laying bricks or stones;
F. revetment brick is laid: on the bank protection of the target raised path through fields of transformation, lay I shape interlocking bank protection brick;
G., after revetment brick is laid, soil backfill is carried out to the perforate of revetment brick and gap.
2. raised path through fields bank protection remodeling method according to claim 1, it is characterized in that: before step b, also comprise step a: the construction line-putting: the construction line-putting is carried out in the design according to the target raised path through fields of transformation, and unwrapping wire comprises: slope excavation line, foundation trench excavation line and build low bank of earth between fields line.
3. raised path through fields bank protection remodeling method according to claim 1, it is characterized in that: in stepb, construction plant was cleared up before slope trimming, removing side slope surface and the low bank of earth between fields build the foreign material such as weeds, tree root gone, and repair than excavation, to cavity and recess fill compaction according to the side slope of setting.
4. raised path through fields bank protection remodeling method according to claim 1, is characterized in that: in step c, and before building the low bank of earth between fields, thoroughly the cleaning low bank of earth between fields builds the bubble soil in district, afrodite, weeds and tree root until expose hard substratum.
5. raised path through fields bank protection remodeling method according to claim 4, it is characterized in that: in step c, when filling the low bank of earth between fields, the thickness of every one deck is 18-23cm, and after compacting, the thickness of every one deck is 14-16cm, and degree of compaction is greater than 90%.
6. raised path through fields bank protection remodeling method according to claim 1, it is characterized in that: in step e, toe wall is built by laying bricks or stones: the leveling layer laying M7.5 cement mortar at the bottom land of foundation trench by following paving slurry processes, shale brick is adopted to build toe wall by laying bricks or stones, and first row shale brick adopts header, second row shale brick adopts facing bond.
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| CN201510094496.8A CN104947692B (en) | 2015-03-03 | 2015-03-03 | Raised path through fields bank protection remodeling method |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020024921A (en) * | 2000-09-27 | 2002-04-03 | 김철수 | Block for breast wall |
| KR100750703B1 (en) * | 2006-05-30 | 2007-08-22 | 중앙콘크리트(주) | A vegetation block and a method for constructing the cut ground using |
| CN102174817A (en) * | 2011-03-08 | 2011-09-07 | 中国科学院水利部成都山地灾害与环境研究所 | Method for constructing artificially natural slope-type terrace land in Three Gorges reservoir area |
| CN102392453A (en) * | 2011-09-14 | 2012-03-28 | 重庆师范大学 | Terrace bank construction method for changing slope farmland into level terrace in reservoir area of Three Gorges |
| CN102587324A (en) * | 2012-03-29 | 2012-07-18 | 黄河勘测规划设计有限公司 | Self-embedded type ecological slope protection building block |
| CN103088835A (en) * | 2013-02-16 | 2013-05-08 | 重庆师范大学 | Three gorge reservoir region slope cropland bank building method and slope cropland bank |
| KR101313863B1 (en) * | 2011-10-10 | 2013-09-30 | 송도희 | Planting life block a combined use fishway |
-
2015
- 2015-03-03 CN CN201510094496.8A patent/CN104947692B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020024921A (en) * | 2000-09-27 | 2002-04-03 | 김철수 | Block for breast wall |
| KR100750703B1 (en) * | 2006-05-30 | 2007-08-22 | 중앙콘크리트(주) | A vegetation block and a method for constructing the cut ground using |
| CN102174817A (en) * | 2011-03-08 | 2011-09-07 | 中国科学院水利部成都山地灾害与环境研究所 | Method for constructing artificially natural slope-type terrace land in Three Gorges reservoir area |
| CN102392453A (en) * | 2011-09-14 | 2012-03-28 | 重庆师范大学 | Terrace bank construction method for changing slope farmland into level terrace in reservoir area of Three Gorges |
| KR101313863B1 (en) * | 2011-10-10 | 2013-09-30 | 송도희 | Planting life block a combined use fishway |
| CN102587324A (en) * | 2012-03-29 | 2012-07-18 | 黄河勘测规划设计有限公司 | Self-embedded type ecological slope protection building block |
| CN103088835A (en) * | 2013-02-16 | 2013-05-08 | 重庆师范大学 | Three gorge reservoir region slope cropland bank building method and slope cropland bank |
Non-Patent Citations (2)
| Title |
|---|
| RESTLESS、Z: ""田坎修筑-7"", 《百度文库》 * |
| 顾光艳678: ""梯田施工方法"", 《百度文库》 * |
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