CN112681042A - Garden road construction method - Google Patents
Garden road construction method Download PDFInfo
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- CN112681042A CN112681042A CN202011494427.3A CN202011494427A CN112681042A CN 112681042 A CN112681042 A CN 112681042A CN 202011494427 A CN202011494427 A CN 202011494427A CN 112681042 A CN112681042 A CN 112681042A
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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
Abstract
The invention provides a garden road construction method, which comprises the following steps: s1: marking a road area to be paved according to the planned size, and excavating a road base after cleaning sundries; s2, road filling, namely tamping the filling, repeatedly tamping the filling for multiple times to form a tamping layer, and then roughly leveling and finely leveling the surface of the tamping layer; s3, uniformly driving fixed piles into the rammed layer; s4, planning a pouring area on the rammed layer, building a reinforcing mesh and a template, pouring concrete to form a concrete layer, and reserving buffer areas on two sides of the pouring area; s5, paving a drainage brick after the concrete layer is firmly condensed; and S6, filling the cobble layer in the buffer area reserved in the S4. The method is beneficial to prolonging the service life of the garden road, and the pebble blocks are filled to form a pebble layer for buffering water flow impact, so that the soil loss is prevented, and the subgrade collapse can be effectively avoided.
Description
Technical Field
The invention relates to the technical field of garden construction, in particular to a garden road construction method.
Background
The design of garden roads is one of the important links of garden design, is the important component of scenic spot gardens especially, makes the road play very important effect in the landscape through road paving of different forms. The existing garden roads are often not provided with buffer areas on both sides, so that long-time rainwater easily washes the soil on both sides of the cross road, soil is easily lost, the whole roadbed is easily partially collapsed, and therefore a new scheme is required to be provided to solve the problems
Disclosure of Invention
The invention provides a garden road construction method for overcoming the defects in the prior art, which comprises the following steps:
s1: marking a road area to be paved according to the planned size, excavating a road base after cleaning sundries in the road area to be paved, and tamping the bottom;
s2, road filling, namely tamping the filling, repeatedly tamping the filling for multiple times to form a tamping layer, enabling the tamping layer to reach a preset thickness, and then roughly leveling and finely leveling the surface of the tamping layer;
s3, uniformly driving a plurality of groups of fixed piles into the rammed layer, wherein the upper parts of the fixed piles protrude out of the upper surface of the rammed layer;
s4, planning a pouring area on the rammed layer, building a reinforcing mesh and a template, and pouring concrete in the pouring area to form a concrete layer, wherein the concrete layer wraps a plurality of groups of fixed piles, and buffer areas are reserved on two sides of the pouring area;
s5, after the concrete layer is solidified and stabilized, paving a drainage brick on the surface of the concrete layer;
s6, filling a cobble layer in the buffer area reserved in the S4, wherein the upper surface of the cobble layer is flush with the upper surface of the drainage brick.
Preferably, the both sides border of drainage brick all is equipped with the circular-arc swift current recess of quarter, the drainage brick splices each other and lays the back and forms the circular-arc water drainage tank of many halves, the both ends of water drainage tank contact with the upper surface on cobble layer.
Preferably, the height of the part of the fixing pile protruding out of the upper surface of the rammed layer is half of the height of the fixing pile.
Preferably, the spud pile is a cylindrical pile.
Preferably, the width of the buffer area is one eighth of the width of the casting area, and the length of the buffer area is the same as the length of the casting area.
Preferably, the curing conditions for the concrete layer to be firmly solidified are as follows: curing at 25-35 deg.C for 12-15 days.
Preferably, the concrete is water permeable concrete, and the porosity of the water permeable concrete is 20% -30%.
Preferably, the distance between two adjacent fixing piles is 0.3-0.5 m.
Preferably, the height of the spud inside the concrete layer is 1/3-1/2 of the thickness of the concrete layer.
Preferably, the cobblestone blocks in the cobblestone layer are cobblestone blocks with the grain diameter of 15-45 mm.
Compared with the prior art, the invention has the following advantages and beneficial effects: form the layer of ramming after ramming through repeated many times, evenly squeeze into the multiunit spud pile on the layer of ramming, the distance of the adjacent spud pile of control is favorable to strengthening garden road's structural stability to be favorable to prolonging garden road's life, make garden road's later stage cost of maintenance reduce. Buffering areas are often arranged on two sides of a garden road, and cobblestone blocks are filled to form cobblestone layers for buffering water flow impact, so that long-time rainwater cannot wash soil on two sides of a cross road, soil loss is prevented, and the roadbed can be effectively prevented from collapsing.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
Fig. 1 is a schematic structural view of a garden road of the present invention.
Fig. 2 is a schematic perspective view of a garden road.
Fig. 3 is a schematic perspective view of a drainage brick.
Fig. 4 is a schematic cross-sectional view of a drainage brick.
Detailed Description
The present invention is described in detail below with reference to examples to enable those skilled in the art to practice the invention with reference to the present specification.
The invention relates to a garden road construction method, which comprises the following steps:
s1: marking a road area to be paved according to the planned size, excavating a road base after cleaning sundries in the road area to be paved, and tamping the bottom;
s2, road filling, namely tamping the filling, repeatedly tamping the filling for multiple times to form a tamping layer 1, enabling the tamping layer 1 to reach a preset thickness, and then roughly leveling and finely leveling the surface of the tamping layer 1;
s3, uniformly driving a plurality of groups of fixed piles 2 into the rammed layer 1, wherein the upper parts of the fixed piles 2 protrude out of the upper surface of the rammed layer 1;
s4, planning a pouring area on the tamping layer 1, building a reinforcing mesh and a template, pouring concrete in the pouring area to form a concrete layer 3, wrapping a plurality of groups of fixed piles 2 in the concrete layer 3, and reserving buffer areas on two sides of the pouring area;
s5, after the concrete layer 3 is firmly solidified, paving the drainage bricks 4 on the surface of the concrete layer 3;
s6, filling the cobble layer 5 in the buffer area reserved in the S4, wherein the upper surface of the cobble layer 5 is flush with the upper surface of the drainage brick 4.
In another technical scheme, the both sides border of drainage brick 4 all is equipped with the circular-arc groove of following water of quarter 6, drainage brick 4 forms the circular-arc water drainage tank of many halves after splicing each other and laying, the both ends of water drainage tank contact with the upper surface on cobblestone layer 5 for the rainwater can be discharged from road surface fast.
In another technical scheme, the height of the part, protruding out of the upper surface of the tamping layer 1, of the fixing pile 2 accounts for half of the height of the fixing pile 2.
In another technical scheme, the fixing pile 2 is a cylindrical pile, so that piling and subsequent operation are facilitated.
In another technical scheme, the width of the buffer area is one eighth of the width of the casting area, and the length of the buffer area is the same as that of the casting area.
In another technical solution, the curing conditions for the concrete layer 3 to be firmly solidified are as follows: curing for 12-15 days at the curing temperature of 25-35 ℃, and controlling the curing temperature and curing time of the concrete to ensure that the concrete is not easy to crack in the solidification process and improve the safety of the garden pavilion.
In another technical scheme, the concrete is water-permeable concrete, and the porosity of the water-permeable concrete is 20% -30%, so that rainwater can be dried through as soon as possible.
In another technical scheme, the distance between two adjacent fixing piles 2 is 0.3-0.5m, which is beneficial to enhancing the stability of the concrete layer 3.
In another technical scheme, the height of the fixing pile 2 in the concrete layer 3 is 1/3-1/2 of the thickness of the concrete layer 3, so that the structural stability of the garden road is enhanced.
In another technical scheme, the cobblestone blocks in the cobblestone layer 5 are cobblestone blocks with the grain diameter of 15-45 mm.
According to the construction method, the tamping layer is formed after repeated filling and tamping, the plurality of groups of fixing piles are uniformly driven into the tamping layer, the distance between every two adjacent fixing piles is controlled, the structural stability of the garden road is favorably enhanced, the service life of the garden road is favorably prolonged, and the later maintenance cost of the garden road is reduced. Buffering areas are often arranged on two sides of a garden road, and cobblestone blocks are filled to form cobblestone layers for buffering water flow impact, so that long-time rainwater cannot wash soil on two sides of a cross road, soil loss is prevented, and the roadbed can be effectively prevented from collapsing.
While embodiments of the invention have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable to various fields of endeavor for which the invention may be embodied with additional modifications as would be readily apparent to those skilled in the art, and the invention is therefore not limited to the details given herein and to the embodiments shown and described without departing from the generic concept as defined by the claims and their equivalents.
Claims (10)
1. A garden road construction method is characterized by comprising the following steps:
s1: marking a road area to be paved according to the planned size, excavating a road base after cleaning sundries in the road area to be paved, and tamping the bottom;
s2, road filling, namely tamping the filling, repeatedly tamping the filling for multiple times to form a tamping layer (1), enabling the tamping layer (1) to reach a preset thickness, and then roughly leveling and finely leveling the surface of the tamping layer (1);
s3, uniformly driving a plurality of groups of fixed piles (2) into the rammed layer (1), wherein the upper parts of the fixed piles (2) protrude out of the upper surface of the rammed layer (1);
s4, planning a pouring area on the ramming layer (1), building a reinforcing mesh and a template, pouring concrete in the pouring area to form a concrete layer (3), wrapping a plurality of groups of fixed piles (2) in the concrete layer (3), and reserving buffer areas on two sides of the pouring area;
s5, after the concrete layer (3) is firmly solidified, paving drainage bricks (4) on the surface of the concrete layer (3);
s6, filling the cobble layer (5) in the buffer area reserved in the S4, wherein the upper surface of the cobble layer (5) is flush with the upper surface of the drainage brick (4).
2. The garden road construction method according to claim 1, wherein the drainage bricks (4) are provided at both side edges thereof with quarter-arc shaped water draining grooves (6), the drainage bricks (4) are spliced and laid to form a plurality of half-arc shaped drainage channels, and both ends of the drainage channels are in contact with the upper surface of the cobblestone layer (5).
3. A garden-road construction method, according to claim 1, characterized in that the height of the part of the anchor piles (2) protruding above the rammed layer (1) is half of the height of the anchor piles (2).
4. The garden road construction method according to claim 1, wherein the fixing piles (2) are cylindrical piles.
5. The garden road construction method according to claim 1, wherein the width of the buffer area is one eighth of the width of the casting area, and the length of the buffer area is the same as the length of the casting area.
6. The garden road construction method according to claim 1, wherein the curing conditions for the concrete layer (3) to be firmly set are as follows: curing at 25-35 deg.C for 12-15 days.
7. The garden road construction method according to claim 1, wherein the concrete is water permeable concrete, and the porosity of the water permeable concrete is 20% -30%.
8. The garden road construction method according to claim 1, wherein the distance between two adjacent spud piles (2) is 0.3-0.5 m.
9. A garden-road construction method, according to claim 1, characterized in that the spud (2) has a height inside the concrete layer (3) of 1/3-1/2 of the thickness of the concrete layer (3).
10. A garden road construction method according to claim 1, characterized in that the cobble blocks in the cobble layer (5) are cobble blocks with a grain size of 15-45 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011494427.3A CN112681042B (en) | 2020-12-17 | 2020-12-17 | Garden road construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011494427.3A CN112681042B (en) | 2020-12-17 | 2020-12-17 | Garden road construction method |
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| CN112681042A true CN112681042A (en) | 2021-04-20 |
| CN112681042B CN112681042B (en) | 2022-05-24 |
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| CN202011494427.3A Active CN112681042B (en) | 2020-12-17 | 2020-12-17 | Garden road construction method |
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| CN110184874A (en) * | 2019-05-23 | 2019-08-30 | 上海景铭建设发展有限公司 | A kind of garden landscape road and its construction technology |
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2020
- 2020-12-17 CN CN202011494427.3A patent/CN112681042B/en active Active
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| DE4408173A1 (en) * | 1994-03-10 | 1995-09-14 | Moebius Josef Bau | Ground stabilisation method for road=building and other earthworks |
| JPH11280007A (en) * | 1998-03-30 | 1999-10-12 | Tokai Rubber Ind Ltd | Pavement material for draining elastic pavement, and draining elastic pavement structure |
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