A garden road construction technology

By using lifting trolleys and guide slides for mechanized installation of base units and road bricks in garden road construction, the problem of high labor intensity in traditional construction is solved, and efficient and stable garden road construction is achieved.

CN119177597BActive Publication Date: 2025-04-04BLUE OCEAN GREEN IND ECOLOGICAL CONSTR CO LTD
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Patent Information

Application Number
CN202411677681.5
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-11-22
Publication Date
2025-04-04
Estimated Expiration
2044-11-22

AI Technical Summary

Technical Problem

During the construction of traditional garden roads, a large amount of manpower is required to transport and splice the base units and road bricks, resulting in high labor intensity.

Method used

The lifting cart is used to slide on the guide slide rails, and the lifting cart is used to lay drainage bases and road panels at the bottom of the roadbed pit, and a waterproof structure is formed using a molded upper cover and UV filling sleeve to achieve the mechanized installation of the base unit and road bricks.

Benefits of technology

It effectively reduces the labor intensity of operators during garden road construction, improves construction efficiency, and enhances the stability and waterproofing effect of the road.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present application relates to a garden road construction process, which belongs to the field of road construction, and includes the following steps: S1, excavation of road foundation pit; S2, setting guide rails and installing a hoisting trolley on the guide rails; S3, laying a drainage base at the bottom of the road foundation pit by a hoisting trolley, and the drainage base has a drainage groove; S4, laying a waterproof structure on the bottom surface of the drainage groove; S5, installing a road panel on the top surface of the drainage base by a hoisting trolley; S6, removing the hoisting trolley and the guide rails; S7, filling the road foundation pit. The present application has the effect of reducing the labor intensity of operators during the garden road construction process.
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Description

Technical Field

[0001] The present application relates to the field of road construction, and in particular to a garden road construction process. Background Art

[0002] Garden roads are an integral part of gardens, organizing space, guiding tours, providing transportation links and providing places for walking and resting. Like veins, they connect the various scenic areas of the garden into a whole. At the same time, garden roads themselves are an integral part of the garden scenery. The winding curves, rich meanings and exquisite patterns all give people a beautiful enjoyment.

[0003] In order to reduce the drainage pressure of garden roads, most garden roads currently use permeable paving, which can effectively replenish groundwater while reducing the probability of waterlogging on the road surface. The above-mentioned garden road includes a drainage base and a road panel arranged in the foundation. Among them, the drainage base includes a plurality of base units spliced ​​end to end, and the road panel includes a plurality of road bricks spliced ​​end to end, and the road bricks are arranged one by one with the base unit. In the traditional garden road construction process, operators are required to carry the base unit and the road bricks, and align and splice the base unit and the road bricks one by one, which requires a lot of manpower.

[0004] In view of the above-mentioned related technologies, the inventor provides a garden road construction process. Summary of the invention

[0005] In order to reduce the labor intensity of operators during the garden road construction process, the present application provides a garden road construction process.

[0006] The garden road construction process provided in this application adopts the following technical solution:

[0007] A garden road construction process comprises the following steps:

[0008] S1: road foundation pit excavation;

[0009] S2: guiding rails are arranged on both sides of the bottom surface of the road foundation pit, and a hoisting trolley is installed on the two guiding rails;

[0010] S3: laying a drainage base at the bottom of the road foundation pit by the lifting trolley, wherein the drainage base has a drainage groove and comprises a plurality of base units spliced ​​end to end;

[0011] S4: Laying a waterproof structure on the bottom surface of the drainage groove, which includes the following steps:

[0012] S41, installing a molded upper cover corresponding to the drainage base, wherein the molded upper cover has a molded convex portion inserted into the drainage groove, and the molded convex portion and the bottom of the drainage groove form a molded cavity;

[0013] S42, placing a UV filling sleeve in the molding cavity, and inflating air into the UV filling sleeve so that the UV filling sleeve fills the molding cavity;

[0014] S43, curing the UV filling sleeve by a UV curing vehicle;

[0015] S44, removing the molded upper cover, and reshaping the two ends of the UV filling sleeve;

[0016] S5: installing a road panel on the top surface of the drainage base by using the lifting trolley, wherein the road panel is formed by splicing a plurality of road bricks end to end;

[0017] S6, removing the lifting trolley and the guide rail;

[0018] S7. Filling the road foundation pit.

[0019] By adopting the above technical scheme, during the construction process of the garden road, firstly, a road foundation pit is excavated on the construction section, guide rails are set on both sides of the bottom surface of the road foundation pit, and a lifting trolley is installed on the two guide rails. The drainage base is laid at the bottom of the road foundation pit by using the lifting trolley, and a waterproof structure is laid in the drainage groove of the drainage base. Then, a road panel is installed on the top surface of the drainage base. Finally, the lifting trolley and the guide rails are removed, and the road foundation pit is filled to complete the construction of the garden road, thereby realizing the mechanized process of garden road construction and effectively reducing the labor consumption of operators during the construction process of the garden road.

[0020] Optionally, both sides of the base unit have supporting flanges; the lifting trolley includes a mobile frame, a lifting frame that is installed on the mobile frame and is used to lift the base unit, and a lifting assembly that drives the lifting frame to lift; the lifting frame has a support plate supported on the bottom surface of the supporting flange.

[0021] By adopting the above technical solution, the structure of the hoisting trolley is disclosed, and the lifting and placement of the base unit is realized by driving the lifting frame by the lifting assembly, thereby improving the construction efficiency of the garden road. The setting of the support plate helps to provide support force for the supporting flange of the base unit, reducing the probability of the base unit tipping over or sliding during transportation, and effectively reducing the labor intensity of operators during the construction of the garden road.

[0022] Optionally, adjacent base units are connected by a splicing structure, the splicing structure comprising a first inclined surface arranged on the front base unit, a first groove arranged on the first inclined surface, a second inclined surface arranged on the rear base unit and in contact with the first inclined surface, and a first convex strip arranged on the second inclined surface and in contact with the first groove; the first inclined surface is arranged to be inclined downward in a direction close to the rear base unit; a sliding assembly for supporting the supporting flange and a lifting drive member for driving the sliding assembly to rise and fall are also provided at the support plate; the sliding assembly comprises a sliding frame and a sliding roller rotatably mounted on the sliding frame;

[0023] In step S3, when the hoisting trolley lays the base unit in the road foundation pit, the second inclined surface of the base unit being hoisted is fitted with the first inclined surface of the base unit on the front side, and the first convex strip of the base unit being hoisted is slidably arranged in the first groove of the base unit on the front side.

[0024] By adopting the above technical solution, the cooperation between the first inclined surface of the front base unit and the second inclined surface of the rear base unit helps to improve the tightness of the connection between adjacent base units and improve the splicing efficiency of the base units. The cooperation between the first groove on the first inclined surface and the first convex strip on the second inclined surface helps to ensure that adjacent base units are not easily separated after splicing, thereby improving the stability of the garden road. The setting of the lifting drive member on the support plate enables the sliding assembly to be at the bottom of the sliding frame during the transportation of the base unit, reducing the probability of the base unit falling off the lifting trolley. When the base unit needs to be detached from the lifting trolley, the lifting drive member drives the sliding assembly to rise. The setting of the sliding assembly helps to reduce the friction between the support flange and the support plate, so that the sliding process of the base unit on the support plate can be smoother.

[0025] Optionally, the base unit includes a base bottom plate and a supporting side plate arranged on the top surface of the base bottom plate, the supporting side plate includes a water permeable area and a supporting area connected to both sides of the water permeable area, the water permeable area is provided with a plurality of water permeable holes, and the supporting side plate is provided with a non-woven fabric cover at the water permeable area for covering the water permeable holes; the horizontal height of the water permeable holes is higher than the upper top surface of the UV filling cover.

[0026] By adopting the above technical solution, the setting of the permeable area in the supporting side plate allows the water in the soil to enter the drainage channel from the permeable holes, reducing the probability of water accumulation on the road surface of the forest road. The setting of the non-woven fabric cover in the permeable area of ​​the supporting side plate helps to limit the soil from entering the drainage channel. The setting of the supporting area in the supporting side plate helps to improve the structural strength of the supporting side plate and reduce the probability of collapse or loosening of the garden road. The horizontal height of the permeable holes is higher than the upper top surface of the UV filling cover, which helps to reduce the clogging of the permeable holes after the UV filling cover is cured, affecting the drainage effect of the garden road.

[0027] Optionally, both sides of the molding upper cover are provided with mounting flanges, the bottom surface of the mounting flanges is provided with a vertically arranged demoulding hydraulic cylinder, the piston rod of the demoulding hydraulic cylinder is connected to the bottom surface of the mounting flanges, and the bottom surface of the demoulding hydraulic cylinder is provided with a guide slider that cooperates with the guide slide rail; the bottom surface of the molding convex portion is provided with an anti-adhesion coating;

[0028] In step S41, the demoulding hydraulic cylinder is in a retracted state, and the molding upper cover is installed on the top surface of the drainage base through the cooperation and sliding of the guide slider and the guide rail;

[0029] In step S44, the demoulding hydraulic cylinder is lifted up so that the bottom surface of the molding protrusion is separated from the UV filling sleeve, which helps to improve the separation efficiency of the molding upper cover and the UV filling sleeve. The molding upper cover is separated from the top surface of the drainage base through the cooperation of the guide slider and the guide rail. The cooperation of the guide slider and the guide rail helps to ensure the stability of the molding upper cover during installation and removal. The provision of the anti-adhesion coating helps to reduce the adhesion between the UV filling sleeve and the molding protrusion, thereby reducing the probability of damage to the waterproof structure at the bottom of the drainage channel.

[0030] Optionally, in step S42, sealing plugs are used to seal both ends of the UV filling sleeve and air is continuously inflated into the UV filling sleeve so that the UV filling sleeve fills the molding chamber; in step S43, the flip cover of one of the sealing plugs is opened, the UV curing trolley is placed into the UV filling sleeve through the flip cover, and the UV curing trolley is driven to travel along the UV filling sleeve; when the UV curing trolley moves to the other end of the UV filling sleeve, the UV curing trolley is taken out of the UV filling sleeve by opening the flip cover of the other sealing plug.

[0031] By adopting the above technical solution, the UV filling sleeve is sealed by the sealing plug, which helps the UV filling sleeve to fill the molding cavity and ensures the waterproof effect of the drainage groove after the UV filling sleeve is subsequently cured. The setting of the sealing plug flap is helpful for the insertion and removal of the UV curing trolley, and the UV filling sleeve is cured by the UV curing trolley, which helps to increase the curing speed of the UV filling sleeve.

[0032] Optionally, the road bricks are arranged in one-to-one correspondence with the base units, mounting protrusions are provided on both sides of the bottom surface of the road bricks, and the base unit has a mounting groove for arranging the mounting protrusions.

[0033] By adopting the above technical solution, mounting protrusions are arranged on both sides of the bottom surface of the road brick, and mounting grooves for arranging the mounting protrusions are arranged on the base unit, which helps to improve the stability of the cooperation between the road brick and the base unit and reduce the probability of the road brick loosening during use.

[0034] Optionally, the road panel is provided with a water inlet at the joint of the road bricks, and the center of the top surface of the road brick has a guide boss, and a guide slope is provided between the guide boss and the end surface of the road brick for guiding water to the water inlet.

[0035] By adopting the above technical scheme, the setting of the water inlet on the top surface of the road brick helps to reduce the probability of water accumulation on the garden road, and the setting of the guide boss and the guide slope on the top surface of the road brick helps to guide the accumulated water on the garden road surface to the water inlet, further reducing the probability of water accumulation on the garden road.

[0036] Optionally, the angle between the guide slope and the end surface of the road brick is 1° to 5°.

[0037] By adopting the above technical solution, when the angle between the guide slope and the end surface of the road brick is 1° to 5°, the guide slope can achieve an ideal diversion effect and help reduce the probability of pedestrians being tripped by the guide boss.

[0038] Optionally, both sides of the road brick have extension plates extending away from the road brick.

[0039] By adopting the above technical solution, the provision of the extension plates on both sides of the road bricks expands the contact area between the road bricks and the foundation, thereby improving the supporting capacity of the foundation for the road bricks, which helps to improve the anti-settling effect of the garden road.

[0040] In summary, the present application includes at least one of the following beneficial technical effects:

[0041] A garden road construction process, through excavating a road foundation pit, and setting a guide slide rail on the bottom surface of the road foundation pit, sliding a hoisting trolley on the guide slide rail, firstly hoisting a base unit to the bottom of the road foundation pit by the hoisting trolley, splicing a plurality of base units to form a drainage base, by setting a forming upper cover on the top of the drainage base, and arranging a UV filling sleeve in the forming chamber, by inflating and curing the UV filling sleeve to form a waterproof structure at the bottom of the drainage groove, then hoisting road bricks by the hoisting trolley and arranging the road bricks and the base units one by one, finally removing the hoisting trolley and the guide slide rail and filling the road foundation pit, thereby completing the construction process of the garden road, and effectively reducing the labor intensity of operators in the construction process of the garden road;

[0042] The cooperation between the first groove on the first inclined surface of the front base unit and the first convex strip on the second inclined surface of the rear base unit helps to improve the accuracy of splicing adjacent base units and improve the compactness of cooperation between adjacent bases;

[0043] The cooperation between the mounting protrusion on the road brick and the mounting groove on the base unit helps to improve the stability of the cooperation between the road brick and the base unit and reduce the probability of the road brick becoming loose during use. BRIEF DESCRIPTION OF THE DRAWINGS

[0044] Figure 1 It is a schematic diagram of a garden road in an embodiment of the present application.

[0045] Figure 2 It is a cross-sectional schematic diagram of the base unit in the embodiment of the present application.

[0046] Figure 3 It is a schematic diagram of the cooperation between the supporting side panel and the non-woven fabric cover in the embodiment of the present application.

[0047] Figure 4 It is a schematic diagram of the coordination of adjacent base units in an embodiment of the present application.

[0048] Figure 5 It is a schematic diagram of the cooperation between the base unit and the molded upper cover in an embodiment of the present application.

[0049] Figure 6 It is a schematic diagram of the UV filling sleeve in the embodiment of the present application.

[0050] Figure 7 It is a schematic diagram of the cooperation between the base unit and the road brick in the embodiment of the present application.

[0051] Figure 8 It is a schematic diagram of road bricks and extension plates in an embodiment of the present application.

[0052] Fig. 9 It is a schematic diagram of the lifting trolley in the embodiment of the present application.

[0053] Fig.10 It is a cross-sectional schematic diagram of the sliding assembly and the lifting drive component in the support plate in the embodiment of the present application.

[0054] Fig.11 It is a schematic diagram of the coordination between the hoisting trolley and the guide rail in the embodiment of the present application.

[0055] Fig.12 It is a schematic diagram of the cooperation between the UV filling sleeve and the sealing plug in the embodiment of the present application.

[0056] Fig.13 It is a schematic diagram of the UV curing trolley in the embodiment of the present application.

[0057] Explanation of reference numerals: 1. drainage base; 11. base unit; 111. base bottom plate; 1111. embedded steel bars; 112. supporting side plate; 1121. embedded through hole; 1122. water-permeable area; 1123. supporting area; 1124. water-permeable hole; 1125. supporting flange; 1126. mounting groove; 113. cement material; 114. non-woven fabric cover; 115. first inclined surface; 1151. first groove; 116. second inclined surface; 1161. first convex strip; 12. drainage groove; 2. UV filling cover; 21. UV curing coating layer; 22. light shielding layer; 3. road panel; 31. road brick; 311. mounting convex block; 312 , guide boss; 313, guide slope; 32, water inlet; 33, extension plate; 4, lifting trolley; 41, mobile frame; 42, lifting frame; 421, support plate; 4211, sliding groove; 4212, installation through hole; 43, lifting assembly; 44, sliding assembly; 441, sliding frame; 442, sliding roller; 45, lifting drive; 46, guide roller; 5, guide slide rail; 6, road foundation pit; 7, molding upper cover; 71, installation flange; 72, demoulding hydraulic cylinder; 73, guide slider; 74, molding convex part; 75, molding chamber; 8, sealing plug; 9, UV curing trolley; 91, driving body; 92, UV irradiation lamp. DETAILED DESCRIPTION

[0058] The following is combined with Figure 1-13 This application is described in further detail.

[0059] The present application embodiment discloses a garden road construction process for constructing a garden road. Figure 1 The garden road comprises a drainage base 1, a waterproof structure laid on the inner bottom surface of the drainage base 1, and a road panel 3 installed on the top surface of the drainage base 1. The drainage base 1 comprises a plurality of base units 11 spliced ​​end to end, and the drainage base 1 has a drainage groove 12.

[0060] Reference Figure 1 and Figure 2The base unit 11 includes a base bottom plate 111 and two supporting side plates 112 symmetrically arranged on the top surface of the base bottom plate 111. Both sides of the top surface of the base bottom plate 111 are provided with embedded steel bars 1111 extending vertically upward and used to cooperate with the supporting side plates 112. The supporting side plates 112 have embedded through holes 1121 for inserting the embedded steel bars 1111. The base unit 11 also includes cement material 113 filled in the embedded through holes 1121 and used to combine the embedded steel bars 1111 and the supporting side plates 112.

[0061] Reference Figure 3 The supporting side plate 112 includes a water permeable area 1122 and supporting areas 1123 arranged on both sides of the water permeable area 1122. The water permeable area 1122 is provided with a plurality of water permeable holes 1124 penetrating the two sides of the supporting side plate 112. In order to restrict the soil from entering the drainage channel 12, the supporting side plate 112 is also provided with a non-woven fabric cover 114 for covering the water permeable holes 1124 in the water permeable area 1122. The supporting side plate 112 is also provided with a supporting flange 1125 extending horizontally outward at the top of the supporting area 1123. In order to facilitate the installation of the non-woven fabric cover 114 on the supporting side plate 112, the non-woven fabric cover 114 is provided with an elastic section, so that the non-woven fabric cover 114 can be stretched through the supporting area 1123 with the supporting flange 1125 so as to be covered on the outside of the water permeable area 1122. In this embodiment, the supporting side plate 112 in the base unit 11 is first covered with a non-woven fabric cover 114 and then assembled with the base bottom plate 111 .

[0062] Reference Figure 4 , adjacent base units 11 are connected by a splicing structure. The splicing structure includes a first inclined surface 115 arranged on the front base unit 11, a first groove 1151 arranged on the first inclined surface 115, a second inclined surface 116 arranged on the rear base unit 11 and in contact with the first inclined surface 115, and a first convex strip 1161 arranged on the second inclined surface 116 and used to cooperate with the first groove 1151. The first inclined surface 115 is arranged to tilt downward in a direction close to the rear base unit 11.

[0063] Reference Figure 5 and Figure 6, the waterproof structure is a UV filling sleeve 2 laid on the inner bottom surface of the drainage groove 12 of the drainage base 1. The UV filling sleeve 2 fills the bottom of the drainage groove 12. In this embodiment, the drainage groove 12 is a square groove, that is, the UV filling sleeve 2 is a filling sleeve structure with a rectangular cross-section and hollow, so that the UV filling sleeve 2 has a filling cavity running through both ends. The UV filling sleeve 2 includes a UV curing coating layer 21 and a light shielding layer 22 arranged on the outside of the UV curing coating layer 21. The above-mentioned garden road adopts the UV filling sleeve 2 as a waterproof structure. When the UV filling sleeve 2 is laid, the UV filling sleeve 2 can fill the splicing gap at the bottom of the adjacent base unit 11, thereby realizing the waterproofing of the bottom of the drainage base 1, and the upper top surface of the UV filling sleeve 2 is lower than the horizontal height of the water permeable hole 1124.

[0064] Reference Figure 1 and Figure 7 The road panel 3 is formed by splicing a plurality of road bricks 31 end to end, and the road bricks 31 are arranged one by one with the base unit 11. Both sides of the bottom surface of the road brick 31 are provided with mounting protrusions 311, and the top of the supporting side plate 112 of the base unit 11 is provided with a mounting groove 1126 for arranging the mounting protrusions 311. Through the cooperation of the mounting protrusions 311 and the mounting grooves 1126, the stability of the cooperation between the road brick 31 and the base unit 11 is improved.

[0065] Reference Figure 1 and Figure 8 The road panel 3 is provided with a water inlet 32 ​​at the joint of adjacent road bricks 31, and the top center of the road brick 31 has a guide boss 312 protruding away from the base unit 11, and a guide slope 313 is formed between the guide boss 312 and the end surface of the road brick 31 for guiding the accumulated water on the garden road pavement to the water inlet 32. The angle between the guide slope 313 and the end surface of the road brick 31 is 1° to 5°, which helps to reduce the probability of water accumulation on the garden road pavement. In order to improve the anti-settling effect of the garden road, the two sides of the road brick 31 also have extension plates 33 extending away from the road brick 31. In this embodiment, the angle between the guide slope 313 and the end surface of the road brick 31 is 3°.

[0066] Reference Fig. 9 The base unit 11 and the road brick 31 are transported by the lifting trolley 4. The lifting trolley 4 includes a moving frame 41, a lifting frame 42 which is installed on the moving frame 41 and is used to lift the base unit 11 and the road brick 31, and a lifting assembly 43 which drives the lifting frame 42 to move up and down. The lifting assembly 43 is a lifting hydraulic cylinder installed on the moving frame 41 and arranged vertically, and the piston rod of the lifting hydraulic cylinder is connected to the lifting frame 42 to drive the lifting frame 42 to move up and down.

[0067] Reference Fig. 9 and Fig.10The lifting frame 42 has a support plate 421 supported on the bottom surface of the support flange 1125 of the base unit 11 and the bottom surface of the extension plate 33 of the road brick 31. The support plate 421 is provided with a sliding groove 4211, and a sliding assembly 44 for supporting the support flange 1125 of the base unit 11 and the extension plate 33 of the road brick 31 is arranged in the sliding groove 4211. A lifting driving member 45 for driving the sliding assembly 44 to rise and fall is installed on the bottom surface of the support plate 421. Among them, the sliding assembly 44 includes a sliding frame 441 arranged on the support plate 421 and a sliding roller 442 rotatably mounted on the sliding frame 441, and the sliding roller 442 is arranged on the sliding frame 441 at intervals along the length direction of the sliding frame 441. The lifting drive member 45 is a lifting hydraulic cylinder, the piston rod of which extends vertically upward and is connected to the bottom of the sliding frame 441 , and the support plate 421 is provided with a mounting through hole 4212 for the piston rod of the lifting hydraulic cylinder to pass through.

[0068] Reference Fig.11 In order to guide the movement of the lifting trolley 4, guide rails 5 are arranged on both sides of the bottom surface of the road foundation pit 6. The lifting trolley 4 is slidably installed on the top surface of the guide rails 5. The lifting trolley 4 has guide rollers 46 adapted to the guide rails 5.

[0069] refer to Figures 1 to 13 , a garden road construction process comprises the following steps:

[0070] S1: excavation of a road foundation pit 6. An excavator is used to excavate the road foundation pit 6. The cross section of the road foundation pit 6 is an inverted isosceles trapezoidal shape. The road foundation pit 6 is compacted.

[0071] S2: Guide rails 5 are arranged on both sides of the bottom surface of the road foundation pit 6 along the length direction of the road foundation pit 6 , and the guide rails 5 are fixed to the bottom of the road foundation pit 6 by ground nails, and then the above-mentioned lifting trolley 4 is installed on the guide rails 5 .

[0072] S3: The base unit 11 is laid on the bottom surface of the road foundation pit 6 by the hoisting trolley 4. A plurality of base units 11 are spliced ​​end to end to form a drainage base 1. The end of one side of the road foundation pit 6 has a first arrangement area for arranging the first base unit 11. The hoisting trolley 4 is driven to slide along the length direction of the guide rail 5 to the placement area of ​​the base unit 11, and the lifting frame 42 of the hoisting trolley 4 is located at the lower side of the supporting flange 1125 of the first base unit 11, so as to lift the first base unit 11. The hoisting trolley 4 carries the first base unit 11 and slides to the top of the first arrangement area. The lifting assembly 43 drives the lifting frame 42 to descend, and at the same time, the lifting drive member 45 in the support plate 421 drives the sliding assembly 44 to rise, so as to place the first base unit 11 in the first arrangement area, and includes the following steps:

[0073] S31, driving the hoisting trolley 4 to slide along the length direction of the guide rail 5 to the stacking area of ​​the base unit 11, and the lifting frame 42 of the hoisting trolley 4 is located at the lower side of the supporting flange 1125 of the base unit 11, and the lifting assembly 43 drives the lifting frame 42 to rise, so that the lifting frame 42 is supported at the bottom of the supporting flange 1125, thereby lifting the base unit 11;

[0074] S32, after the hoisting trolley 4 carries the base unit 11 and slides to above the arrangement area of ​​the base unit 11 in the road foundation pit 6, the lifting assembly 43 drives the lifting frame 42 to descend, and at the same time, the lifting driving member 45 in the support plate 421 drives the sliding assembly 44 to rise, and when the second inclined surface 116 of the hoisted base unit 11 is fitted with the first inclined surface 115 of the front base unit 11, the first convex strip 1161 of the hoisted base unit 11 is slidably arranged in the first groove 1151 of the front base unit 11, thereby realizing the splicing between adjacent base units 11;

[0075] Repeat the above steps S31 and S32 to sequentially move the base units 11 until the base units 11 in the road foundation pit 6 are completely spliced.

[0076] S4: Laying a waterproof structure on the bottom surface of the drainage groove 12, which includes the following steps:

[0077] S41, install the molded upper cover 7 corresponding to the drainage base 1, the two sides of the top of the molded upper cover 7 are provided with mounting flanges 71, and the bottom surface of the mounting flange 71 is vertically arranged with a demoulding hydraulic cylinder 72, the piston rod of the demoulding hydraulic cylinder 72 is connected to the bottom surface of the mounting flange 71, and the bottom surface of the demoulding hydraulic cylinder 72 is provided with a guide slider 73 matched with the guide slide rail 5, at this time, the demoulding hydraulic cylinder 72 is in a contracted state, so that the molded upper cover 7 is installed to the top surface of the drainage base 1 through the matching sliding movement between the guide slider 73 and the guide slide rail 5, the molded upper cover 7 has a molded protrusion 74 inserted into the drainage groove 12, the molded protrusion 74 and the bottom of the drainage groove 12 constitute a molded chamber 75, and the bottom surface of the molded protrusion 74 has an anti-adhesion coating;

[0078] S42, placing the UV filling sleeve 2 in the molding chamber 75, sealing both ends of the UV filling sleeve 2 with a sealing plug 8, and continuously inflating the UV filling sleeve 2 with an air pump, so that the UV filling sleeve 2 fills the molding chamber 75;

[0079] S43, curing the UV filling sleeve 2 by the UV curing trolley 9, the UV curing trolley 9 comprising a driving body 91 and a UV irradiation lamp 92 mounted on the driving body, opening the flip cover of one of the sealing plugs 8, placing the UV curing trolley 9 into the UV filling sleeve 2 through the flip cover, and driving the UV curing trolley 9 to travel along the length direction of the UV filling sleeve 2, curing the UV filling sleeve 2 by the UV irradiation lamp on the UV curing trolley 9, and when the UV curing trolley 9 travels to the other end of the UV filling sleeve 2, opening the flip cover of the other sealing plug 8 and taking it out;

[0080] S44, the demoulding hydraulic cylinder 72 installed on the bottom surface of the flange 71 is lifted up, so that the bottom surface of the molding protrusion 74 is separated from the UV filling sleeve 2, and the molding upper cover 7 is detached from the top surface of the drainage base 1 through the cooperation of the guide slider 73 and the guide rail 5, so that the molding upper cover 7 is removed, and the two ends of the UV filling sleeve 2 are trimmed, so that the upper top surface of the UV filling sleeve 2 is lower than the horizontal height of the water permeable hole 1124 on the supporting side plate 112.

[0081] S5: Installing the road panel 3 on the top surface of the drainage base 1 by means of the lifting trolley 4, the road panel 3 is formed by splicing a plurality of road bricks 31 end to end, and comprises the following steps:

[0082] S51, driving the lifting trolley 4 to slide to the stacking area of ​​the road brick 31, and the lifting frame 42 of the lifting trolley 4 is located at the lower side of the extension plate 33 of the road brick 31, and the lifting frame 42 is driven to rise by the lifting assembly 43, so that the lifting frame 42 is supported on the top surface of the road brick 31, thereby lifting the road brick 31;

[0083] S52, driving the lifting trolley 4 to carry the road brick 31 and slide to the designated area where the road brick 31 needs to be placed, and driving the lifting frame 42 to descend through the lifting assembly 43, so that the lifting frame 42 is separated from the bottom surface of the road brick 31, and the road brick 31 is installed on the base unit 11 through the cooperation between the installation protrusion 311 and the installation groove 1126 on the base unit 11;

[0084] The above steps S51 and S52 are repeated until the tops of the base units 11 in the road foundation pit 6 are all arranged with road bricks 31 .

[0085] S6. Remove the lifting trolley 4 and the guide rail 5.

[0086] S7, backfill the road foundation pit 6 and compact the fill area.

[0087] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A garden road construction process, characterized in that: The following steps are involved: S1: Excavation of road foundation pit (6); S2: guiding slide rails (5) are arranged on both sides of the bottom surface of the road foundation pit (6), and a hoisting trolley (4) is installed on the two guiding slide rails (5); S3: laying a drainage base (1) at the bottom of the road foundation pit (6) by means of the lifting trolley (4), wherein the drainage base (1) has a drainage groove (12), and the drainage base (1) comprises a plurality of base units (11) spliced ​​end to end; S4: laying a waterproof structure on the bottom surface of the drainage channel (12), which includes the following steps: S41, installing a molded upper cover (7) corresponding to the drainage base (1), wherein the molded upper cover (7) has a molded convex portion (74) inserted into the drainage groove (12), and the molded convex portion (74) and the bottom of the drainage groove (12) form a molded chamber (75); S42, placing a UV filling sleeve (2) in the molding cavity (75), and inflating air into the UV filling sleeve (2) so that the UV filling sleeve (2) fills the molding cavity (75); S43, curing the UV filling sleeve (2) by means of a UV curing trolley (9); S44, removing the molded upper cover (7), and reshaping the two ends of the UV filling sleeve (2); S5: installing a road panel (3) on the top surface of the drainage base (1) by means of the lifting trolley (4), wherein the road panel (3) is formed by splicing a plurality of road bricks (31) end to end; S6, dismantling the lifting trolley (4) and the guide rail (5); S7, filling the road foundation pit (6); The molding upper cover (7) has mounting flanges (71) on both sides, the bottom surface of the mounting flange (71) is provided with a vertically arranged demoulding hydraulic cylinder (72), the piston rod of the demoulding hydraulic cylinder (72) is connected to the bottom surface of the mounting flange (71), and the bottom surface of the demoulding hydraulic cylinder (72) is provided with a guide slide block (73) that cooperates with the guide slide rail (5); the bottom surface of the molding protrusion (74) has an anti-adhesion coating; In step S41, the demoulding hydraulic cylinder (72) is in a retracted state, and the molding upper cover (7) is installed on the top surface of the drainage base (1) through the cooperation and sliding of the guide slider (73) and the guide rail (5); In step S44, the demoulding hydraulic cylinder (72) is lifted up so that the bottom surface of the molding protrusion (74) is separated from the UV filling sleeve (2), and the molding upper cover (7) is detached from the top surface of the drainage base (1) through the cooperation of the guide slider (73) and the guide rail (5).

2. A garden road construction process according to claim 1, characterized in that: The base unit (11) has supporting flanges (1125) on both sides; the lifting trolley (4) includes a moving frame (41), a lifting frame (42) installed on the moving frame (41) and used to lift the base unit (11), and a lifting component (43) driving the lifting frame (42) to lift; the lifting frame (42) has a supporting plate (421) supported on the bottom surface of the supporting flange (1125).

3. A garden road construction process according to claim 2, characterized in that: The adjacent base units (11) are connected by a splicing structure, the splicing structure comprising a first inclined surface (115) arranged on the front side of the base unit (11), a first groove (1151) arranged on the first inclined surface (115), a second inclined surface (116) arranged on the rear side of the base unit (11) and in contact with the first inclined surface (115), and a first convex strip (1161) arranged on the second inclined surface (116) and in contact with the first groove (1151); the first inclined surface (115) is arranged to be inclined downward in a direction close to the rear side of the base unit (11); a sliding assembly (44) for supporting the supporting flange (1125) and a lifting drive (45) for driving the sliding assembly (44) to rise and fall are also provided at the support plate (421); the sliding assembly (44) comprises a sliding frame (441) and a sliding roller (442) rotatably mounted on the sliding frame (441); In step S3, when the hoisting trolley (4) lays the base unit (11) in the road foundation pit (6), the second inclined surface (116) of the base unit (11) being hoisted is fitted with the first inclined surface (115) of the base unit (11) on the front side, and the first convex strip (1161) of the base unit (11) being hoisted is slidably arranged in the first groove (1151) of the base unit (11) on the front side.

4. A garden road construction process according to claim 1, characterized in that: The base unit (11) comprises a base bottom plate (111) and a supporting side plate (112) arranged on the top surface of the base bottom plate (111); the supporting side plate (112) comprises a water permeable area (1122) and a supporting area (1123) connected to both sides of the water permeable area (1122); the water permeable area (1122) is provided with a plurality of water permeable holes (1124); the supporting side plate (112) is provided with a non-woven fabric cover (114) at the water permeable area (1122) for covering the water permeable holes (1124); the water permeable holes (1124) are all at a level higher than the upper top surface of the UV filling cover (2).

5. A garden road construction process according to claim 1, characterized in that: In step S42, a sealing plug (8) is used to seal both ends of the UV filling sleeve (2) and air is continuously inflated into the UV filling sleeve (2), so that the UV filling sleeve (2) fills the molding chamber (75); in step S43, the flip cover of one of the sealing plugs (8) is opened, the UV curing trolley (9) is placed into the UV filling sleeve (2) through the flip cover, and the UV curing trolley (9) is driven to travel along the UV filling sleeve (2); when the UV curing trolley (9) moves to the other end of the UV filling sleeve (2), the flip cover of another sealing plug (8) is opened to take the UV curing trolley (9) out of the UV filling sleeve (2).

6. A garden road construction process according to claim 1, characterized in that: The road bricks (31) are arranged in one-to-one correspondence with the base unit (11), and mounting protrusions (311) are provided on both sides of the bottom surface of the road brick (31), and the base unit (11) has a mounting groove (1126) for arranging the mounting protrusions (311).

7. A garden road construction process according to claim 6, characterized in that: The road panel (3) is provided with a water inlet (32) at the joint of the road brick (31), and the center of the top surface of the road brick (31) is provided with a guide boss (312), and a guide slope (313) is provided between the guide boss (312) and the end surface of the road brick (31) for guiding water to the water inlet (32).

8. A garden road construction process according to claim 7, characterized in that: The angle between the guiding inclined surface (313) and the end surface of the road brick (31) is 1° to 5°.

9. A garden road construction process according to claim 7, characterized in that: Both sides of the road brick (31) are provided with extension plates (33) extending in a direction away from the road brick (31).

Citation Information

Patent Citations

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