A method for laying a road using garden waste

Abstract

A kind of method for laying road using garden waste, comprising the following steps: step 1, land preparation: mark the area to be laid road according to the planning size, carry out roadbed layering filling and digging, layering rolling and then tamping;Step 2, construction of curb setting device: construction of curb setting device on both sides of the road to be laid;Step 3: laying gravel layer: layering gravel with particle size of 2-4 cm on the roadbed and then rolling;Step 4, laying pavement layer: laying pavement layer on the gravel layer, the pavement layer material is a mixture of sawdust, gravel and curing agent, the thickness of the pavement layer is 5-7 cm;The application adopts a mixture of sawdust, gravel and curing agent to lay pavement structure, and two kinds of proportioning schemes are adopted, which is suitable for 1-2 t and 0.5 t-1 t sightseeing car running, and waste is reused, reducing cost.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of garden road, more particularly, it relates to a method for laying road by using garden waste. BACKGROUND

[0002] Garden road is a component of garden, which plays a role of organizing space, guiding tour, traffic connection and providing resting place, and it connects each scenic spot into a whole like a vein, at the same time, the garden road itself is also a component of garden scenery, the winding curve, the rich implication and the exquisite pattern all give people a beautiful enjoyment.

[0003] The existing garden road is mostly laid by large marble, stone plate or cement concrete or asphalt concrete. However, the cement is usually used to fill between the marble and the stone plate, and the permeability of marble is poor, so the traditional garden road pavement of marble or stone plate is easy to produce more accumulated water on the road surface in rainy days, thereby bringing inconvenience to the walking of pedestrians, and the cement concrete or asphalt concrete pavement is not only complex in construction but also high in cost. SUMMARY

[0004] In view of the above technical problems, the present application provides a method for laying road by using garden waste, and the method steps are as follows:

[0005] A method for laying road by using garden waste, comprising the following steps:

[0006] Step 1, land preparation: marking the road area to be laid according to the planning size, carrying out roadbed layering filling and digging, layering rolling and then tamping;

[0007] Step 2, construction of curb setting device: constructing the curb setting device on both sides of the road to be laid;

[0008] Step 3, laying gravel layer: laying the gravel with a particle size of 2-4 cm on the roadbed in layers and then rolling;

[0009] Step 4, laying road surface layer: laying the road surface layer on the gravel layer, and the material of the road surface layer is a mixture of sawdust, gravel and curing agent;

[0010] Further, the volume ratio of the sawdust, gravel and curing agent is 35-45:40-50:10-20, and the road surface laid by the above ratio has strong hardness and is suitable for 1-2t sightseeing vehicles to walk.

[0011] Further, the volume ratio of the sawdust, gravel and curing agent is 345-55:25-35:15-25, and the road surface laid by the above ratio has strong water permeability and is suitable for 0.5t-1t sightseeing vehicles to walk.

[0012] Further, the curing agent is instant sodium silicate.

[0013] Further, the thickness of the gravel layer is 2-5 cm, and the gravel layer forms a slope of 1‰-3‰ from the road center to both sides.

[0014] Further, the thickness of the road surface layer is 5-7 cm.

[0015] Further, the road surface layer forms a slope of 1‰-3‰ from the road center to both sides.

[0016] Further, the rolling method is to compact from the road center to the road side.

[0017] Further, the curb support device comprises a measuring fixture, a curb steel plate, and a fixing rod. The measuring fixture comprises a measuring main cylinder, measuring auxiliary cylinders movably sleeved at both ends of the measuring main cylinder, a micro measuring rod movably sleeved at one end of the measuring auxiliary cylinder away from the measuring main cylinder, a clamping device connected to one end of the micro measuring rod away from the measuring auxiliary cylinder, and a fixing clamp connected to the clamping device. A connecting piece is fixedly connected to both ends of the measuring main cylinder below, a connecting rod is rotatably connected to the connecting piece, a sleeve is threadedly connected to the other end of the connecting rod, a leg nail is threadedly connected to the other end of the sleeve, a plurality of limiting holes one are symmetrically penetrated through both ends of the measuring main cylinder, a pressure plate is arranged on the leg nail, limiting holes two are penetrated through one end of the measuring auxiliary cylinder close to the measuring main cylinder, buckles are sleeved in the two limiting holes two, and a spring is connected between the two buckles. An internal thread is arranged on the other end cavity of the measuring auxiliary cylinder.

[0018] Further, the micro measuring rod is in a straight slot type, an external thread is arranged on the arc wall of the micro measuring rod, a flat wall is arranged on the micro measuring rod, and a scale mark is arranged on the flat wall. The external thread is matched with the internal thread, a rotating handle is arranged on the clamping device, a ball rod is fixedly connected to the fixing clamp, a ball head is fixedly connected to the other end of the ball rod, the ball head is rotatably connected to the clamping device, a level bubble is arranged on the measuring main cylinder, and a plurality of fixing sleeves are fixedly connected to the curb steel plate.

[0019] Further, the internal diameter of the fixing sleeve is matched with the external diameter of the fixing rod, an angle device is further connected to the fixing clamp, the angle device is sleeved with a main shell, a pointer is rotatably connected to the main shell, a counterweight is arranged at the end of the pointer, and an angle scale mark is further arranged in the main shell.

[0020] The specific construction process of the road surface is as follows:

[0021] (1) After determining the road width, the measuring auxiliary cylinders on both sides of the measuring main cylinder are adjusted to the length of the measuring fixture close to the predetermined road width by pressing the buckles, the buckles are allowed to jump out at the corresponding limiting holes one to fix the measuring auxiliary cylinders, and then the micro measuring rods on both sides are rotated outward to the length of the measuring fixture equal to the predetermined road width.

[0022] (2), the prepared measuring fixed part is fixed on the pre-laid roadbed through the leg nail, wherein the leg nail is inserted into the roadbed until the roadbed contacts the pressure disc, then the two side sleeves are rotated left and right through the wrench until the air bubble in the level bubble is in the center, then the two curb steel plates are sleeved into the fixing clamp, the fixing clamp is adjusted, the pointer of the angle gauge points to the center of the angle scale, the ball head is fixed in the clamp through rotating the handle, then the fixing rod is hammered through the fixing sleeve close to the measuring fixed part and hammered into the roadbed until it is stable, and the fixing rod is hammered into the fixing sleeve in the plurality of fixing sleeves in the same way, and when the arc is formed during the fixing process, the curb steel plate can be manually swung and fixed on the roadbed, and then the pavement is laid.

[0023] The curb steel plate is selected from a thin steel plate, which is beneficial to manual bending; the lengths of the measuring main cylinder, the measuring auxiliary cylinder and the micro measuring rod and the distances between the plurality of limiting holes can be customized according to the types of gardens, and a person skilled in the art can arbitrarily select and match according to the needs or convenience.

[0024] Compared with the prior art, the present application has the following beneficial effects:

[0025] 1. The present application uses a mixture of sawdust, gravel and curing agent to lay the pavement structure, and two mixing ratio schemes are adopted, when the volume ratio of sawdust, gravel and curing agent is 35-45:40-50:10-20, the pavement laid is strong in hardness, and is suitable for 1-2t sightseeing vehicles to run, when the volume ratio of sawdust, gravel and curing agent is 45-55:25-35:15-25, the pavement laid is strong in water permeability, and is suitable for 0.5t-1t sightseeing vehicles to run, and the sawdust and gravel are reused as waste, thereby reducing the cost.

[0026] 2. The present application lays a gravel layer with a particle size of 2-4cm on the roadbed, and forms a slope of 1‰-3‰ from the road center to both sides in the gravel layer and the pavement layer, the gravel layer has good water permeability, and the rainwater can be discharged through the slope for reuse, the drainage is rapid in rainy days, the service life of the garden road is greatly prolonged, and the maintenance cost is reduced.

[0027] 3. The present application uses instant sodium silicate mixed with sawdust and gravel, and the instant sodium silicate can effectively bond the sawdust and gravel, so that the pavement is firm and wear-resistant.

[0028] 4. The present application is supported by the curb setting device, the length of the measuring fixed part can be quickly adjusted through the measuring main cylinder, the measuring auxiliary cylinder and the micro measuring rod, and the curb setting device can be reused without re-adjustment in the same road, the curb setting device can be easily removed and reused, and the pavement width laid by using the curb setting device can be adjusted according to the actual situation.

[0029] 5、The curb setting device in the application can adjust the horizontal plane of the curb steel plate on both sides of the road through the cooperation of the bubble level, connecting rod, sleeve and leg nail, so that the laid road is flat, the vehicle runs smoothly and the comfort degree of personnel is high. BRIEF DESCRIPTION OF DRAWINGS

[0030] Figure 1 It is an overall structure schematic view of the curb setting device of the application;

[0031] Figure 2 It is a partial structure schematic view of the curb setting device of the application;

[0032] Figure 3 It is a sectional view of the measuring auxiliary cylinder of the curb setting device of the application;

[0033] Figure 4 It is a combination structure schematic view of the micro measuring rod and the clamping device of the curb setting device of the application;

[0034] Figure 5 It is a combination structure schematic view of the connecting rod, sleeve and leg nail of the curb setting device of the application;

[0035] Figure 6 It is a structure schematic view of the fixing clamp of the curb setting device of the application;

[0036] Figure 7 It is a structure schematic view of the angle device of the curb setting device of the application;

[0037] Figure 8 It is the situation of the road surface in the comparative example 1 after one year of use;

[0038] Figure 9 It is the situation of the road surface in the comparative example 4 after one year of use. DETAILED DESCRIPTION

[0039] In order to better illustrate the application and facilitate the understanding of the technical scheme of the application, the application will be further described in detail below, but the following examples are only simple examples of the application and do not represent or limit the protection scope of the application, and the protection scope of the application is subject to the claims.

[0040] Example 1

[0041] A method for laying a road by using garden waste, comprising the following steps:

[0042] Step 1, land preparation: mark the area to be laid according to the planning size, and perform roadbed layering filling and excavation, layering rolling and then tamping;

[0043] Step 2, construction of the curb setting device: perform the construction of the curb setting device on both sides of the road to be laid;

[0044] Step 3: laying the gravel layer: the gravel with a particle size of 2 cm is layered on the roadbed and then rolled;

[0045] Step 4: laying the road surface layer: the road surface layer is laid on the gravel layer, and the road surface layer material is a mixture of sawdust, gravel and curing agent;

[0046] Moreover, the volume ratio of the sawdust, gravel and curing agent is 35:40:10.

[0047] Moreover, the curing agent is instant sodium silicate.

[0048] Moreover, the thickness of the gravel layer is 2 cm, and the gravel layer forms a slope of 1‰ from the road center to both sides.

[0049] Moreover, the thickness of the road surface layer is 5 cm.

[0050] Moreover, the road surface layer forms a slope of 1‰ from the road center to both sides.

[0051] Moreover, the rolling method is to compact from the road center to the road side.

[0052] Moreover, the curb setting device comprises a measuring fixing part, a curb steel plate 1 and a fixing rod 2, the measuring fixing part comprises a measuring main cylinder 3, movable sleeve sets measuring auxiliary cylinders 4 at both ends of the measuring main cylinder 3, movable sleeve sets a micro measuring rod 5 at one end of the measuring auxiliary cylinder 4 away from the measuring main cylinder 3, the micro measuring rod 5 is connected with a clamping device 6 at one end away from the measuring auxiliary cylinder 4, and a fixed clamp 7 is connected on the clamping device 6; a connecting piece 8 is fixedly connected at both ends below the measuring main cylinder 3, a connecting rod 9 is rotatably connected on the connecting piece 8, a sleeve 10 is threadedly connected at the other end of the connecting rod 9, a leg nail 11 is threadedly connected at the other end of the sleeve 10, and a plurality of limiting holes one 13 are symmetrically penetrated through both ends of the measuring main cylinder 3; a pressure disc 25 is arranged on the leg nail 11, a limiting hole two 14 is penetrated through one end of the measuring auxiliary cylinder 4 close to the measuring main cylinder 3, a buckle 15 is sleeved in the two limiting holes two 14, and a spring 16 is connected between the two buckles 15; an internal thread is arranged on the other end inner cavity of the measuring auxiliary cylinder 4.

[0053] Moreover, the micro measuring rod 5 is in a straight slot type, an external thread is arranged on the arc wall of the micro measuring rod 5, a plane wall is arranged with a scale mark 17; the external thread is matched with the internal thread, a handle 18 is arranged on the clamping device 6; a ball rod is fixedly connected on the fixed clamp 7, a ball head 19 is fixedly connected at the other end of the ball rod, the ball head 1 is rotatably connected with the clamping device 6, a level bubble 12 is arranged on the measuring main cylinder 3, and a plurality of fixed sleeves 20 are fixedly connected on the curb steel plate 1.

[0054] Moreover, the inner diameter of the fixing sleeve 20 is matched with the outer diameter of the fixing rod 2, and the angle device 21 is further connected to the fixing clamp 7, the angle device 21 is buckled to the main housing 22, the pointer 23 is rotatably connected in the main housing 22, and the counterweight is arranged at the end of the pointer 23; the angle scale 24 is further arranged in the main housing 22.

[0055] The specific construction process of the road surface is as follows:

[0056] (1) After determining the road width, the measuring auxiliary cylinder on both sides of the measuring main cylinder is adjusted to the length close to the predetermined road width by pressing the buckle, and the buckle is allowed to jump out at the corresponding close limiting hole to fix the measuring auxiliary cylinder, and then the micro measuring rod on both sides is rotated outward to the length equal to the predetermined road width.

[0057] (2) The adjusted measuring fixed part is fixed on the pre-paved roadbed by the leg nail, wherein the leg nail is inserted into the roadbed until the roadbed is in contact with the pressure disc, and then the left and right sleeves are rotated by the wrench until the bubble in the level bubble is in the center; then the two curb steel plates are sleeved into the fixing clamp, the fixing clamp is adjusted, the pointer of the angle device is observed to point to the center of the angle scale, the ball head is fixed in the clamp by rotating the handle, and then the fixing rod is hammered through the fixing sleeve close to the measuring fixed part and hammered into the roadbed until it is stable; the fixing rod is hammered into the fixing sleeve in the same way, and the curb steel plate is manually swung when the roadbed is fixed, and then the road surface is paved.

[0058] The curb steel plate is made of thin steel plate, which is convenient for manual bending; the lengths of the measuring main cylinder, the measuring auxiliary cylinder and the micro measuring rod, and the distance between the plurality of limiting holes can be customized according to the type of garden, and a person skilled in the art can arbitrarily select and match according to the needs or convenience.

[0059] The specific conditions are shown in Table 1.

[0060] Example 2

[0061] A method for laying a road by using garden waste, comprising the following steps:

[0062] Step 1, land preparation: mark the area to be paved according to the planning size, and perform roadbed layering filling and excavation, layering compaction and then tamping;

[0063] Step 2, construction of curb setting device: construction of curb setting device on both sides of the road to be paved;

[0064] Step 3: laying gravel layer: laying gravel with a particle size of 4 cm on the roadbed in layers and then compacting;

[0065] Step 4, laying the road surface layer: laying the road surface layer on the gravel layer, the road surface layer material is a mixture of sawdust, gravel, curing agent;

[0066] Moreover, the volume ratio of the sawdust, gravel, and curing agent is 40:45:15.

[0067] Moreover, the curing agent is instant sodium silicate.

[0068] Moreover, the thickness of the gravel layer is 5 cm, and the gravel layer forms a 3‰ slope from the road center to both sides.

[0069] Moreover, the thickness of the road surface layer is 7 cm.

[0070] Moreover, the road surface layer forms a 3‰ slope from the road center to both sides.

[0071] Moreover, the rolling method is to compact from the road center to the road side.

[0072] Moreover, the curb setting device comprises a measuring fixture, a curb steel plate 1, and a fixing rod 2. The measuring fixture comprises a measuring main cylinder 3, a measuring auxiliary cylinder 4 movably sleeved at both ends of the measuring main cylinder 3, a micro measuring rod 5 movably sleeved at one end of the measuring auxiliary cylinder 4 away from the measuring main cylinder 3, a clamping device 6 connected to one end of the micro measuring rod 5 away from the measuring auxiliary cylinder 4, and a fixing clamp 7 connected to the clamping device 6. A connecting piece 8 is fixedly connected to both ends of the measuring main cylinder 3 below, a connecting rod 9 is rotatably connected to the connecting piece 8, a sleeve 10 is threadedly connected to the other end of the connecting rod 9, a leg nail 11 is threadedly connected to the other end of the sleeve 10, and a plurality of limiting holes one 13 are symmetrically penetrated through both ends of the measuring main cylinder 3. A pressure plate 25 is arranged on the leg nail 11, a limiting hole two 14 is penetrated through one end of the measuring auxiliary cylinder 4 close to the measuring main cylinder 3, a buckle 15 is sleeved in the two limiting holes two 14, and a spring 16 is connected between the two buckles 15. An internal thread is arranged on the other end inner cavity of the measuring auxiliary cylinder 4.

[0073] Moreover, the micro measuring rod 5 is in a straight slot type, an external thread is arranged on the arc wall of the micro measuring rod 5, a flat wall is arranged on the micro measuring rod 5, and a scale mark 17 is arranged on the flat wall. The external thread is matched with the internal thread, a handle 18 is arranged on the clamping device 6, a ball rod is fixedly connected to the fixing clamp 7, a ball head 19 is fixedly connected to the other end of the ball rod, the ball head 1 is rotatably connected to the clamping device 6, a level bubble 12 is arranged on the measuring main cylinder 3, and a plurality of fixing sleeves 20 are fixedly connected to the curb steel plate 1.

[0074] Moreover, the inner diameter of the fixing sleeve 20 is matched with the outer diameter of the fixing rod 2, and an angle device 21 is further connected to the fixing clamp 7, the angle device 21 is buckled to a main housing 22, the main housing 22 is rotationally connected with a pointer 23, and a counterweight is arranged at the end of the pointer 23; the main housing 22 is further provided with an angle scale 24.

[0075] The construction process of the curb is the same as that of example 1, and the specific conditions are shown in table 1.

[0076] Example 3

[0077] A method for laying a road by using garden waste, comprising the following steps:

[0078] Step 1, land preparation: mark the area to be laid according to the planning size, and perform roadbed layering filling and digging, layering rolling and then tamping;

[0079] Step 2, construction of curb setting device: construction of curb setting device on both sides of the road to be laid;

[0080] Step 3: laying of gravel layer: laying of gravel with a particle size of 3cm on the roadbed in layers and then rolling;

[0081] Step 4, laying of road surface layer: laying of road surface layer on the gravel layer, the road surface layer material being a mixture of sawdust, gravel and curing agent;

[0082] Moreover, the volume ratio of the sawdust, gravel and curing agent is 50:30:20.

[0083] Moreover, the curing agent is instant sodium silicate.

[0084] Moreover, the thickness of the gravel layer is 3cm, and the gravel layer forms a slope of 2‰ from the road center to both sides.

[0085] Moreover, the thickness of the road surface layer is 6cm.

[0086] Moreover, the road surface layer forms a slope of 2‰ from the road center to both sides.

[0087] Moreover, the rolling method is compaction from the road center to the road side.

[0088] Moreover, the curb setting device comprises a measuring fixing part, a curb steel plate 1 and a fixing rod 2, the measuring fixing part comprises a measuring main cylinder 3, the two ends of the measuring main cylinder 3 movably sleeve a measuring auxiliary cylinder 4, the end of the measuring auxiliary cylinder 4 away from the measuring main cylinder 3 movably sleeves a micro measuring rod 5, the end of the micro measuring rod 5 away from the measuring auxiliary cylinder 4 is connected with a clamping device 6, and the clamping device 6 is connected with a fixing clamp 7.

[0089] Moreover, the micro measuring rod 5 is in a straight slot type, the arc wall of the micro measuring rod 5 is provided with external threads, and the plane wall is provided with a scale mark 17; the external threads are matched with the internal threads, and the clamping device 6 is provided with a rotating handle 18; the fixing clamp 7 is fixedly connected with a ball rod, the other end of the ball rod is fixedly connected with a ball head 19, the ball head 1 is rotatably connected with the clamping device 6, the measuring main cylinder 3 is provided with a level bubble 12, and the curb steel plate 1 is fixedly connected with a plurality of fixing sleeves 20.

[0090] Moreover, the internal diameter of the fixing sleeve 20 is matched with the external diameter of the fixing rod 2, the fixing clamp 7 is further connected with an angle device 21, the angle device 21 is buckled with a main shell 22, the main shell 22 is rotatably connected with a pointer 23, and the end of the pointer 23 is provided with a counterweight; the main shell 22 is further provided with an angle scale 24.

[0091] The construction process of the curb is the same as that in Example 1, and specific conditions are shown in Table 1.

[0092] Comparative Example 1

[0093] An experimental road section 1 of 30 m is laid at the starting end of the road laid in Example 1, and the experimental road section 1 is the same as the technical solution of Example 1 except that the volume ratio of the road surface sawdust, gravel and curing agent is adjusted to 30:35:5, and specific conditions are shown in Table 1.

[0094] Comparative Example 2

[0095] An experimental road section 2 of 30 m is laid after the experimental road section 1 laid in Comparative Example 1, and the experimental road section 2 is the same as the technical solution of Example 1 except that the volume ratio of the road surface sawdust, gravel and curing agent is adjusted to 45:55:25, and specific conditions are shown in Table 1.

[0096] Comparative Example 3

[0097] The experimental road section 3 with a length of 30m was laid at the starting end of the road laid in Example 3, and the volume ratio of wood chips, gravel and curing agent was adjusted to 40:20:10, and other conditions were the same as those in Example 3, and the specific conditions are shown in Table 1.

[0098] Comparative Example 4

[0099] The experimental road section 4 with a length of 30m was laid behind the experimental road section 3 laid in Comparative Example 3, and the volume ratio of wood chips, gravel and curing agent was adjusted to 60:40:30, and other conditions were the same as those in Example 3, and the specific conditions are shown in Table 1.

[0100] Table 1: Use of the garden road

[0101] Serial number Wood chips, crushed stone, curing agent ratio Support sightseeing car weight Road surface condition after one year of use Example 1 35：40：10 1t-2t No cracking Example 2 40：45：15 1t-2t No cracking Example 3 50：30：20 0.5t-1t No cracking Experimental section 1 30：35：5 1t-2t Severe cracking Experimental section 2 45：55：25 1t-2t Severe cracking Experimental section 3 40：20：10 0.5t-1t Severe cracking Experimental section 4 60：40：30 0.5t-1t Severe cracking

[0102] As shown in Table 1, the roads laid by using the volume ratio of wood chips, gravel and curing agent as 35-40:40-50:10-20 and 45-55:25-35:15-25 and bearing 1t-2t and 0.5t-1t sightseeing vehicles respectively are still intact after one year of use, while the experimental road sections arranged at the ends thereof are seriously cracked, which indicates that the roads laid by using the ratio of the present application are firm and durable, not only the cost is reduced by waste utilization, but also the normal use of the roads is not affected, and the present application firstly proposes to use wood chips, gravel and curing agent for laying the road surface of the park road, which has a wide application prospect.

Claims

1. A method for laying a road using garden waste, characterized by, It comprises the following steps: Step 1, land preparation: mark the area to be paved according to the planning size, and carry out sub-layer filling and digging, sub-layer rolling from the road to the roadside, and then tamping; Step 2, construction of curb setting device: construction of curb setting device on both sides of the road to be paved; Step 3, laying of gravel layer: laying of gravel with particle size of 2-4 cm on the roadbed in layers and then rolling; Step 4, laying of road surface layer: laying of road surface layer on the gravel layer, the road surface layer material being a mixture of sawdust, gravel and curing agent, the thickness of the road surface layer being 5-7 cm; the road surface layer forming a slope of 1‰-3‰ from the center of the road to both sides; The curb setting device comprises a measuring fixing part, a curb steel plate (1) and a fixing rod (2), the measuring fixing part comprising a measuring main cylinder (3), the two ends of the measuring main cylinder (3) movably sleeving a measuring auxiliary cylinder (4), the end of the measuring auxiliary cylinder (4) away from the measuring main cylinder (3) movably sleeving a micro measuring rod (5), the end of the micro measuring rod (5) away from the measuring auxiliary cylinder (4) being connected with a clamping device (6), the clamping device (6) being connected with a fixing clamp (7); the lower ends of the measuring main cylinder (3) are fixedly connected with connecting pieces (8), the connecting pieces (8) being rotatably connected with connecting rods (9), the other ends of the connecting rods (9) being threadedly connected with sleeves (10), the other ends of the sleeves (10) being threadedly connected with leg nails (11), the two ends of the measuring main cylinder (3) symmetrically penetrating a plurality of limiting holes one (13); the leg nail (11) is provided with a pressure disc (25), the end of the measuring auxiliary cylinder (4) close to the measuring main cylinder (3) penetrating a limiting hole two (14), the two limiting holes two (14) sleeving buckles (15), the two buckles (15) being connected with springs (16); the other end of the measuring auxiliary cylinder (4) is provided with internal threads.

2. The method for laying a road with garden waste according to claim 1, wherein, The volume ratio of the sawdust, gravel and curing agent is 35-45:40-50:10-20.

3. The method of claim 1, wherein the garden waste is used as a road material. The volume ratio of the sawdust, gravel and curing agent is 45-55:25-35:15-25.

4. The method for laying a road with garden waste according to claim 1, wherein The curing agent is instant sodium silicate.

5. The method for laying a road with garden waste according to claim 1, wherein The thickness of the gravel layer is 2-5 cm, and the gravel layer forms a slope of 1‰-3‰ from the center of the road to both sides.

6. The method for laying a road with garden waste according to claim 1, wherein The micro measuring rod (5) is in straight slot type, the outer threads are arranged on the arc wall of the micro measuring rod (5), and the plane wall is provided with scale marks (17); the outer threads are matched with the internal threads, the clamping device (6) is provided with a handle (18); the fixing clamp (7) is fixedly connected with a ball rod, the other end of the ball rod is fixedly connected with a ball head (19), the ball head (19) is rotatably connected with the clamping device (6), the measuring main cylinder (3) is provided with a level bubble (12), and the curb steel plate (1) is fixedly connected with a plurality of fixing sleeves (20).

7. The method for laying a road with garden waste according to claim 6, wherein The inner diameter of the fixing sleeve (20) is matched with the outer diameter of the fixing rod (2), the fixing clamp (7) is further connected with an angle device (21), the angle device (21) is sleeved with a main shell (22), the main shell (22) is rotationally connected with a pointer (23) in it, the pointer (23) is provided with a counterweight at the end, and the main shell (22) is further provided with an angle scale (24).

8. The method for laying a road with garden waste according to claim 7, wherein, The specific construction method of the road surface is as follows: S1, after determining the road width, the measuring auxiliary cylinder (4) on both sides of the measuring main cylinder (3) is moved to the length of the measuring fixing part close to the predetermined road width by pressing the buckle (15), the buckle (15) is made to jump out of the measuring auxiliary cylinder (4) for fixing at the corresponding close limiting hole (13), then the micro measuring rod (5) on both sides is rotated outward to the length of the measuring fixing part equal to the predetermined road width; S2, the adjusted measuring fixing part is fixed on the pre-paved roadbed through the leg nail (11), wherein the leg nail (11) is inserted into the roadbed until the roadbed is in contact with the pressing disc (25), then the sleeve (10) on both sides is rotated left and right through the wrench, and the bubble in the level bubble (12) is observed to be in the center; then the two curb steel plates (1) are sleeved into the fixing clamp (7), the fixing clamp (7) is adjusted, the pointer (23) of the angle device (21) is observed to point to the center of the angle scale, the ball head (19) is fixed in the clamp (6) by rotating the handle (18), then the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable, and then the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing sleeve (20) close to the measuring fixing part by hammering until it is stable; in this way, the fixing rod (2) is inserted into the roadbed through the fixing

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