CN220550395U - Pavement structure suitable for road is built to ancient - Google Patents

Pavement structure suitable for road is built to ancient Download PDF

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Publication number
CN220550395U
CN220550395U CN202321407236.8U CN202321407236U CN220550395U CN 220550395 U CN220550395 U CN 220550395U CN 202321407236 U CN202321407236 U CN 202321407236U CN 220550395 U CN220550395 U CN 220550395U
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layer
cushion layer
old green
pavement
ancient
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CN202321407236.8U
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丁旺达
范小叶
全有维
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Third Construction Co Ltd of China Construction Eighth Engineering Divison Co Ltd
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Third Construction Co Ltd of China Construction Eighth Engineering Divison Co Ltd
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Abstract

The utility model provides a paving structure suitable for an ancient building garden path, which comprises the following components: a plain soil layer, a broken stone cushion layer, a concrete cushion layer, a cement mortar combination layer and an old green brick layer which are paved from bottom to top in the roadbed. The pavement quality of the pavement can be further improved on the basis that the pavement is fully fused with the ancient architecture landscape and classical meaning is ensured by using the old green bricks as the main pavement material, and the foundation bearing capacity of the old green bricks can be obviously enhanced by arranging the roadbed structures of the broken stone cushion layer and the concrete cushion layer under the old green bricks, so that the quality problems of paving collapse, overall uneven settlement and the like of the old green bricks are effectively avoided.

Description

Pavement structure suitable for road is built to ancient
Technical Field
The utility model relates to the field of building construction, in particular to a pavement structure.
Background
Along with the acceleration of the progress of the vigorous construction and the urbanization of the infrastructure of the current society, the more engineering projects of the ancient architecture garden subjects are, such as small towns, ecological parks, agricultural Carnival and the like. These engineering projects are often an important component of urban ecosystems, urban landscapes.
At present, the construction of part of ancient architecture garden area garden ways is uniform and distinctive, and is inconsistent with the tone and meaning presented by surrounding buildings, so that the integral meaning of the ancient architecture garden engineering cannot be well expressed, and the integral look and feel of tourists are affected.
In order to effectively solve the problem, reasonable design and construction are required to be carried out on the pavement of the garden aiming at the concrete characteristics of the garden engineering of the ancient building and the integral meaning of the expression, so that the pavement of the garden is consistent with the coordination of the surrounding ancient building, the water system, the small products and the like, and the pavement of the garden is in complement with each other.
At present, the construction process for road hard pavement in China is mature, a large amount of test data and theoretical research results are accumulated, such as granite pavement, water permeable brick pavement and color water permeable concrete pavement, but the theme needs of the ancient building subject matter engineering are still not expressed, and the whole visual feeling of the ancient building gardens is not met.
Disclosure of Invention
The utility model aims to: aiming at the defects of the prior art, the utility model provides a paving structure suitable for an ancient building garden path, which has the characteristics of simple process, high construction speed, strong ancient building meaning, good effect of matching with surrounding building moods and wide application range.
The technical scheme is as follows: the utility model relates to a paving structure suitable for an ancient building garden path, which comprises the following components: a plain soil layer, a broken stone cushion layer, a concrete cushion layer, a cement mortar combination layer and an old green brick layer which are paved from bottom to top in the roadbed.
Further, the crushed stone cushion layer is a graded crushed stone cushion layer and is composed of crushed stones with different particle sizes.
Further, the maximum particle size of the crushed stone in the graded crushed stone cushion layer is not more than 2/3 of the paving thickness and not more than 50mm.
Further, the concrete cushion layer is a C20 concrete cushion layer.
Further, the cement mortar bonding layer adopts dry and hard cement mortar.
Further, the arrangement mode of the old green bricks comprises a basket bed and a herringbone bed.
Further, the old green brick layer is laid vertically.
Further, the periphery of the old green brick layer is provided with an old green brick whole brick, an old green brick half brick or granite edge.
Further, the plain soil layer, the broken stone cushion layer and the concrete cushion layer on the outer side of the edge are outwards extended by 8-10 cm.
The beneficial effects are that: 1. the pavement quality of the pavement can be further improved on the basis that the pavement is fully fused with the ancient architecture landscape and classical meaning is ensured by using the old green bricks as the main pavement material, and the foundation bearing capacity of the old green bricks can be obviously enhanced by arranging the roadbed structures of the broken stone cushion layer and the concrete cushion layer under the old green bricks, so that the quality problems of paving collapse, overall uneven settlement and the like of the old green bricks are effectively avoided.
2. Through setting up is laid immediately to old blue brick, improved the thickness of surface course, strengthened the anti ability of rolling over of mating formation, can effectively prevent, sightseeing vehicle, tourist car's wearing and tearing to the road surface of rolling over repeatedly, improve the life-span of mating formation.
3. The old green brick layer is formed by paving one block vertically, so that when one or more old green bricks are damaged, replacement treatment can be directly carried out, the repair process is concise, and the maintenance is convenient.
Drawings
FIG. 1 is a cross-sectional view of a pavement structure of the present utility model;
FIG. 2 is a schematic diagram of a old green brick layer mat;
FIG. 3 is a schematic diagram of a herringbone paving of an old blue tile layer;
FIG. 4 is a schematic drawing of the edge finishing of an old green brick;
FIG. 5 is a schematic drawing of the edge folding of an old green brick half brick;
FIG. 6 is a drawing of a granite edging process;
fig. 7 is a construction flow chart of a pavement structure.
Detailed Description
The technical scheme of the utility model is described in detail below through the drawings, but the protection scope of the utility model is not limited to the embodiments.
Examples: the paving structure suitable for the ancient building garden road is applied and constructed in a town of a certain travel in a lake of a salt city, 102 buildings (3-9 m in layer height) of the field green brick archaize building are constructed, water systems and rockery are basically formed, underground comprehensive pipe networks are basically constructed, and paving construction is needed.
A pavement structure suitable for a road is built to ancient times, includes: a plain soil layer 1, a broken stone cushion layer 2, a concrete cushion layer 3, a cement mortar combination layer 4 and an old green brick layer 5 which are paved from bottom to top in the roadbed, as shown in figure 1.
The gravel cushion layer 2 is a graded gravel cushion layer 2, the thickness is 100mm, the graded gravel cushion layer is composed of gravels with different particle sizes, and compared with the gravel cushion layer 2 with single particle size, the compactness of the graded gravel cushion layer 2 is better. Meanwhile, the material has good water permeability, diffusion stress and bearing transition effect, and the material source is wide, can be obtained locally, is convenient for processing raw materials and mixtures, and is easy for mechanical paving operation. The pavement structure strength can be enhanced, and the water-proof and drainage functions of the pavement structure are considered.
The thickness of the concrete cushion layer 3 is 100mm, the foundation bearing capacity of the pavement structural layer can be obviously enhanced through the arrangement of the concrete cushion layer 3, and the common quality common diseases such as road collapse, uneven settlement and the like can be effectively prevented and treated in the process due to the fact that many tourists in the ancient architecture garden scenic spot are considered, and the foundation is firm under the long-acting use of pavement.
The old green bricks with the specification of 240 multiplied by 115 multiplied by 53mm are used as paving surface layers, and the arrangement modes of the old green bricks comprise a basket bed and a herringbone bed, as shown in figures 2 and 3. The old green bricks can be laid vertically, the thickness is 115mm, the bearing capacity is stronger, and the wear resistance is better. The visual effect of the brick floor is consistent with that of peripheral brick mixed structure houses, corridor frames, pavilions and the like through old brick floors. The periphery of the old green brick layer can adopt an old green brick whole brick edge 61, as shown in fig. 4; or an old green brick half brick edge 62 is used, as shown in fig. 5; or with granite trim 63 as shown in fig. 6.
The cement mortar bonding layer 4 adopts 1:3 dry hard cement mortar, and the whole thickness is 30mm.
As shown in fig. 7, the construction process of the paving structure includes the following steps:
s1, excavating a roadbed and tamping plain soil
The excavation depth is determined according to the design profile, and the excavator is adopted to perform excavation in cooperation with manual work in the embodiment. 10cm of soil is reserved at the bottom of the foundation trench, the foundation trench is manually excavated to the designed elevation, and the compaction degree is more than or equal to 93%.
S2, paving a macadam cushion layer 2:
the graded broken stone with corresponding thickness is paved, the bottom surface of the broken stone foundation is paved on the same elevation, for example, when the depths are different, the paved broken stone is graded uniformly, and the maximum stone particle size is not more than 2/3 of the paving thickness and not more than 50mm. If the phenomenon of stone piling is found, the stones at the positions should be dug out and respectively filled with graded broken stone.
S3, pouring a concrete cushion layer 3:
and pouring a 10cm C20 concrete cushion layer according to design requirements, pumping concrete, and mechanically vibrating, wherein a pump pipe of a conveying pump is required to directly extend into a foundation due to small thickness so as to ensure that the free falling height of the concrete is not more than 2m. After the concrete is formed, the surface is covered with water for curing in order to reduce the temperature difference between the inside and the outside of the large-volume concrete.
The template adopts a wood template, and the template is clean, smooth and tight in joint when being erected, and is firmly supported, and the joint of the template adopts a sponge system so as to prevent the slurry leakage and the die leakage during pouring. The internal and external supports of the template are made of square timber, so that the disassembly is convenient.
S4, paving a surface layer:
(1) Leveling and snapping lines: and controlling the near-index height and the plane axis in the point according to the elevation of the design drawing. Before each 5m multiplied by 5m square is paved, a standard brick is paved at four corners according to the position and the elevation, and a standard brick is paved at the south and the north on the basis. After measurement and inspection, the elevation and the position are correct, and then large-area paving is performed.
(2) Trial assembly and trial arrangement: and before paving, performing trial assembly on each old green brick according to azimuth and angle. After trial assembly, the assembly is numbered and arranged in two directions, and then the assembly is orderly arranged according to the numbers. To check the gaps between the panels, it is checked whether the panel positions are in line with the design drawing. And before formal paving, performing trial discharge once.
(3) Paving a surface layer: and (3) retesting the elevation of the finished surface after the paving is finished according to a herringbone paving or a basket paving by adopting a main material specification of 240 multiplied by 115 multiplied by 53mm of a bluestone brick.
(4) Sweeping: after the paving is finished, the middle coarse sand is used for sweeping the joints, the sand consumption is noted, and excessive sand is avoided.
(5) And (5) cover maintenance: after the seam sweeping is completed for 24 hours, geotextile or clean straw is used for covering, so that the damage of a finished product is avoided; pedestrians are prohibited for 2 days.
S4, edge folding: and (3) selecting the old green brick whole brick, the old green brick half brick or the granite to be folded, wherein the basic practice is the same as a main pavement foundation (comprising a plain soil layer 1, a broken stone cushion layer 2, a concrete cushion layer 3 and a cement mortar combined layer 4), and the plain soil layer 1, the broken stone cushion layer 2 and the concrete cushion layer 3 on the outer side of the folded edge are expanded by 8-10 cm than the surface layer.
The ancient building garden road paved by the construction method can effectively release the integral ancient building garden engineering, and avoid the phenomenon of uncoordinated atmosphere between the road and surrounding buildings. Meanwhile, the road structure layer and the surface layer of the system have strong bearing capacity, good folding resistance and skid resistance, are difficult to damage and replace, so that the post-operation management of a park is convenient and efficient, and the system has good ornamental and practical values.
As described above, although the present utility model has been shown and described with reference to certain preferred embodiments, it is not to be construed as limiting the utility model itself. Various changes in form and details may be made therein without departing from the spirit and scope of the utility model as defined by the appended claims.

Claims (8)

1. Pavement structure suitable for ancient building garden way, its characterized in that includes: the road bed comprises a plain soil layer, a gravel cushion layer, a concrete cushion layer, a cement mortar combination layer and an old green brick layer which are paved from bottom to top, wherein the gravel cushion layer is a graded gravel cushion layer and is composed of gravels with different particle sizes.
2. The pavement structure for ancient road construction according to claim 1, wherein the maximum particle size of the crushed stone in the graded crushed stone cushion layer is not more than 2/3 of the pavement thickness and not more than 50mm.
3. The pavement structure for ancient road construction according to claim 1, wherein the concrete cushion layer is a C20 concrete cushion layer.
4. The pavement structure for ancient road construction according to claim 1, wherein the cement mortar bonding layer is made of dry and hard cement mortar.
5. The pavement structure suitable for the ancient road construction according to claim 1, wherein the old green bricks are arranged in a mat or herringbone manner.
6. The pavement structure suitable for the ancient road construction according to claim 1 or 5, wherein the old green brick layer is laid vertically.
7. The pavement structure suitable for the ancient road construction according to claim 1, wherein the periphery of the old green brick layer is provided with an old green brick whole brick, an old green brick half brick or a granite edge.
8. The pavement structure suitable for the ancient road construction of claim 7, wherein the plain soil layer, the broken stone cushion layer and the concrete cushion layer outside the edge are outwards extended by 8-10 cm.
CN202321407236.8U 2023-06-05 2023-06-05 Pavement structure suitable for road is built to ancient Active CN220550395U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321407236.8U CN220550395U (en) 2023-06-05 2023-06-05 Pavement structure suitable for road is built to ancient

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321407236.8U CN220550395U (en) 2023-06-05 2023-06-05 Pavement structure suitable for road is built to ancient

Publications (1)

Publication Number Publication Date
CN220550395U true CN220550395U (en) 2024-03-01

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
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CN (1) CN220550395U (en)

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