CN110735373A - field road construction method - Google Patents
field road construction method Download PDFInfo
- Publication number
- CN110735373A CN110735373A CN201910952201.4A CN201910952201A CN110735373A CN 110735373 A CN110735373 A CN 110735373A CN 201910952201 A CN201910952201 A CN 201910952201A CN 110735373 A CN110735373 A CN 110735373A
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- China
- Prior art keywords
- construction method
- road construction
- groove
- positioning
- field road
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- Pending
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- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000011083 cement mortar Substances 0.000 claims description 25
- 239000002689 soil Substances 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000003756 stirring Methods 0.000 claims description 2
- 238000005406 washing Methods 0.000 abstract description 2
- 238000009412 basement excavation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 206010044565 Tremor Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000005574 cross-species transmission Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008093 supporting effect Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C3/00—Foundations for pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a field road construction method, which relates to the technical field of field construction and solves the problems that the current field road is unstable in structure, poor in bearing capacity and easy to collapse under long-time washing of rainwater.
Description
Technical Field
The invention relates to the technical field of farmland construction, in particular to a construction method of field roads.
Background
In rural fields such as rice planting fields and the like, field roads, which are also called ridges, exist among fields in various areas in order to divide the areas of the fields and facilitate the farmers to walk in the fields.
Current field road mostly just forms through reserving the field excavation back at the middle part, and all constitute for earth, and such road structure shakiness and bearing capacity are relatively poor, cause easily to collapse under the long-time washing of rainwater.
Disclosure of Invention
The invention aims to provide field road construction methods, which can conveniently enhance the stability of the paved field road.
The technical purpose of the invention is realized by the following technical scheme:
field road construction method, comprising the following steps:
s1, dividing the areas according to the area of the paddy field, and determining the boundary of the paddy field in each area;
s2, excavating the groove along the boundary direction, and introducing water into the groove to clean the groove;
s3, adding cement into the groove, mixing with water and silt and stirring to form cement mortar;
s4, inserting positioning columns into the cement mortar at intervals and paving the cement mortar, wherein the upper ends of the positioning columns penetrate through the groove;
s5, arranging baffle plates on two sides of the groove;
s6, backfilling soil between the two baffles and compacting;
and S7, arranging a pedal above the compacted soil block.
Through adopting above-mentioned technical scheme, through seting up the excavation slot in border position to cement mortar is laid in the ditch inslot, cement mortar can be fixed the reference column that will insert the ditch inslot when laying the ditch groove bottom, treats that cement mortar solidifies the back to the ditch groove, forms hollow areas between two baffles, earth backfill to set up the footboard at the top after the compaction between the baffle and can supply the people to trample, accomplish the laying on field road surface.
The invention is further that the upper end of the pedal is flush with the upper end of the baffle.
Through adopting above-mentioned technical scheme, set up to the up end parallel and level with the baffle through the up end with the footboard, can avoid the butt department of footboard and baffle to produce the edges and corners because of the unevenness.
The invention is characterized in that steps are that the positioning columns are symmetrically provided with two rows, the positioning columns penetrate through the top of the cement mortar and are provided with through holes, the baffle plate is provided with threaded holes axially communicated with the through holes, the positioning columns are also provided with screw rods which penetrate through the through holes and are in threaded connection with the threaded holes, and positioning nuts which are in threaded fit with the screw rods are also arranged between the baffle plate and the positioning columns.
Through adopting above-mentioned technical scheme, set nut and screw rod cooperation can realize the locking of reference column, and the screw rod passes the perforation connection and can realize the location of baffle and reference column in the screw hole, strengthens the stability after the reference column sets up.
The invention is further that the bottom of the positioning column extends to the circumferential outside to form a positioning convex ring.
Through adopting above-mentioned technical scheme, through being provided with the location bulge loop, can avoid the reference column to deviate from easily in the cement piece after the cement mortar solidifies from the post-solidification.
The method further includes backfilling and compacting the soil at S6 to form a soil block with an upper end flush with the upper end of the locating post.
Through adopting above-mentioned technical scheme, through the up end parallel and level that makes the up end of loam piece and locating piece, install back on the loam piece at the footboard, the up end of reference column also can play the supporting effect for the footboard.
The invention is further wherein the side of the flapper away from the channel has a downwardly sloping ramp.
Through adopting above-mentioned technical scheme, when the people trampled to the footboard on, can give outside power of baffle, through the setting of inclined plane on the baffle, can be with the power transmission that receives to ground, promote the atress ability of dog.
The present invention is further arranged such that the thickness of the cement mortar is less than the depth of the groove in S3.
Through adopting above-mentioned technical scheme, through the design that is less than the slot degree of depth with cement mortar's thickness, cement mortar can not spill over after inserting the reference column, makes things convenient for the backfill of follow-up earth simultaneously.
The invention is further wherein the groove is an inverted trapezoidal groove with an outwardly flared opening.
Through adopting above-mentioned technical scheme, set up to outside expansion through the opening with the slot, can make things convenient for going on of follow-up construction process.
The invention is further that the peripheral side of the groove transverse and longitudinal interface is fixedly provided with a stop block for transverse and longitudinal propping.
Through adopting above-mentioned technical scheme, through the setting of dog, can avoid horizontal and fore-and-aft baffle to produce at the handing-over department and interfere.
In conclusion, the invention has the following beneficial effects:
1. the digging groove is formed in the boundary position, cement mortar is paved in the groove, the cement mortar can be used for paving the bottom of the groove and fixing the positioning column inserted into the groove, hollow areas are formed between the two baffles after the cement mortar is solidified, and after the soil is backfilled and compacted between the baffles, a pedal is arranged above the baffles for treading, so that the pavement of the field pavement is completed;
2. through set up the perforation on the reference column to set up the screw hole on the baffle, set nut and screw rod cooperation can realize the locking of reference column, and the screw rod passes the perforation connection and can realize the location of baffle and reference column in the screw hole, strengthens the stability after the reference column sets up.
Drawings
FIG. 1 is a schematic structural view of a trench of a farmland after excavation;
FIG. 2 is a cross-sectional view of the field after road pavement is completed;
FIG. 3 is a top view of the groove with a baffle and a stop block at the sides;
fig. 4 is an enlarged view of a portion a in fig. 3.
In the figure, 1, a groove; 2. a cement block; 3. a layer of clay; 4. a positioning column; 41. perforating; 42. a screw; 43. positioning a nut; 44. positioning the convex ring; 5. a baffle plate; 51. a threaded hole; 6. a stopper; 7. a pedal.
Detailed Description
The present invention is further described in detail below with reference to the attached figures.
The invention provides a construction method of field roads, which comprises the following steps:
s1: referring to fig. 1, the areas are divided horizontally and vertically according to the area of the paddy field, and the boundary of the paddy field in each area is determined;
s2: referring to fig. 2, the trench 1 is excavated along the boundary direction, and water is introduced into the trench 1 to clean the trench 1, wherein the trench 1 is an inverted trapezoidal groove with an outward-expanding opening;
s3: cement is poured into the groove 1 and mixed with water and silt to form cement mortar, and the thickness of the cement mortar is lower than the depth of the groove 1;
s4: inserting positioning columns 4 into the cement mortar at intervals, paving the cement mortar, arranging two rows of the positioning columns 4 uniformly along the length direction of the groove 1, forming positioning convex rings 44 at the bottoms of the positioning columns 4 in a protruding mode along the circumferential direction, and exposing the upper ends of the positioning columns 4 to the outer side of the cement mortar;
s5, referring to the figures 2, 3 and 4, arranging baffle plates 5 on two sides of the groove 1, arranging a threaded hole 51 on the side of the baffle plate 5 facing the groove 1, arranging a through hole 41 axially communicated with the threaded hole 51 on the positioning column 4, after the baffle plate 5 is arranged, penetrating the through hole 41 through screw rods 42, then connecting positioning nuts 43 in a threaded manner, finally screwing the baffle plate 5 into the threaded hole 51 to connect the positioning column 4 with the baffle plate 5, and screwing the positioning nuts 43 on the side of the positioning column 4 to match the screw rods 42 to clamp the positioning column 4;
s6: forming a cement block 2 after the cement mortar is solidified, wrapping a positioning column 4 in the cement block 2, backfilling soil above the cement block 2 and compacting to form a soil layer 3, wherein the upper end surface of the compacted soil layer 3 is flush with the upper end surface of the positioning column 4;
s7: a pedal 7 is arranged above the compacted soil block, and the upper end surface of the pedal 7 is flush with the upper end surface of the baffle 5.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.
Claims (9)
1, kinds of field road construction method, characterized by, including the following concrete step:
s1, dividing the areas horizontally and vertically according to the area of the paddy field, and determining the boundary of the paddy field in each area;
s2, excavating the groove (1) along the boundary direction, and introducing water into the groove (1) to clean the groove (1);
s3, adding cement into the groove (1), mixing with water and silt, and stirring to form cement mortar;
s4, inserting positioning columns (4) into the cement mortar at intervals and paving the cement mortar, wherein the upper ends of the positioning columns (4) penetrate out of the grooves (1);
s5, arranging baffle plates (5) on two sides of the groove (1);
s6, backfilling soil between the two baffles (5) and compacting to form a soil layer (3);
and S7, arranging a pedal (7) above the compacted soil block.
2. The field road construction method according to claim 1, characterized in that, the upper end face of the pedal (7) is flush with the upper end face of the baffle plate (5).
3. The field road construction method according to claim 1, wherein the positioning posts (4) are symmetrically arranged in two rows, the positioning posts (4) penetrate through the top of the cement mortar and are provided with through holes (41), the baffle plate (5) is provided with threaded holes (51) axially communicated with the through holes (41), the positioning posts (4) are further provided with threaded rods (42) penetrating through the through holes (41) and in threaded connection with the threaded holes (51), and positioning nuts (43) in threaded fit with the threaded rods (42) are further arranged between the baffle plate (5) and the positioning posts (4).
4. field road construction method according to claim 1, characterized in that, the bottom of the positioning column (4) extends to the circumferential outside to form a positioning convex ring (44).
5. The field road construction method according to claim 1, wherein after backfilling and compacting the soil in S6, the upper end surface of the soil layer (3) is flush with the upper end surface of the positioning post (4).
6. The field road construction method according to claim 1, characterized in that, the side of the baffle (5) far from the trench (1) has a downward sloping slope.
7. The field road construction method according to claim 6, wherein, in S3, the thickness of cement mortar is lower than the depth of the trench (1).
8. field road construction method according to claim 1, characterized in that the said trench (1) is an inverted trapezoidal trench with outward expanding opening.
9. The field road construction method according to claim 1, wherein the groove (1) is fixedly provided with a stop block (6) for horizontal and vertical butt against at the periphery of the horizontal and vertical junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910952201.4A CN110735373A (en) | 2019-10-09 | 2019-10-09 | field road construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910952201.4A CN110735373A (en) | 2019-10-09 | 2019-10-09 | field road construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110735373A true CN110735373A (en) | 2020-01-31 |
Family
ID=69268525
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910952201.4A Pending CN110735373A (en) | 2019-10-09 | 2019-10-09 | field road construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110735373A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4909662A (en) * | 1989-01-13 | 1990-03-20 | Baker Robert L | Roadway and method of construction |
| RU2129631C1 (en) * | 1997-05-30 | 1999-04-27 | Бабошин Георгий Михайлович | Road plate |
| CN105625129A (en) * | 2016-01-17 | 2016-06-01 | 游洪臣 | Constructing method of rice field roadbed |
| CN207031942U (en) * | 2017-05-11 | 2018-02-23 | 北京军秀咨询有限公司 | Highway subgrade structure |
| CN107881891A (en) * | 2017-12-04 | 2018-04-06 | 长春市政建设（集团）有限公司 | A kind of soft soil roadbed construction method of municipal administration |
| CN109594442A (en) * | 2018-12-14 | 2019-04-09 | 北京绿视点园林景观工程有限公司 | Garden path construction technology |
-
2019
- 2019-10-09 CN CN201910952201.4A patent/CN110735373A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4909662A (en) * | 1989-01-13 | 1990-03-20 | Baker Robert L | Roadway and method of construction |
| RU2129631C1 (en) * | 1997-05-30 | 1999-04-27 | Бабошин Георгий Михайлович | Road plate |
| CN105625129A (en) * | 2016-01-17 | 2016-06-01 | 游洪臣 | Constructing method of rice field roadbed |
| CN207031942U (en) * | 2017-05-11 | 2018-02-23 | 北京军秀咨询有限公司 | Highway subgrade structure |
| CN107881891A (en) * | 2017-12-04 | 2018-04-06 | 长春市政建设（集团）有限公司 | A kind of soft soil roadbed construction method of municipal administration |
| CN109594442A (en) * | 2018-12-14 | 2019-04-09 | 北京绿视点园林景观工程有限公司 | Garden path construction technology |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200131 |
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| RJ01 | Rejection of invention patent application after publication |