Temporary macadam shortcut on construction site

Through the design and construction site temporary gravel lane, including the car dealers and the crusher of the crusher, the use of gravel, pebble and red brick materials to solve the problem of the existing temporary roads that are easily cracking, inconvenient and high cost in rainy days, and achieved low cost, and achieved low low costs, and achieved low cost, and realized low. Cost and efficient construction scheme.

CN222390170UActive Publication Date: 2025-01-24CHINA CONSTR EIGHTH ENG BUREAU TECH CONSTR CO LTD
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Patent Information

Application Number
CN202420522249.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-03-18
Publication Date
2025-01-24
Estimated Expiration
2034-03-18

AI Technical Summary

Technical Problem

The temporary walkways at the existing construction site are soft and muddy when the soil is soft on rainy days, and the concrete is prone to cracking, and it is inconvenient to repair after slurry, and the construction cost is high.

Method used

Design a temporary gravel sidewalk at the construction site, including a gravel passage for vehicles and a gravel passage for pedestrians. It is opened on the earth surface through the temporary sidewalk foundation trench, paved with gravel, pebbles, flakes and large pebbles, and laid with red on both sides. brick.

Benefits of technology

It realizes the temporary passage of pedestrians and vehicles at the construction site, has low material cost, fast construction speed, and the main materials are easy to recycle, meeting the requirements of green construction.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a construction site temporary macadam shortcut, and relates to the technical field of building construction, the construction site temporary macadam shortcut comprises a vehicle running macadam channel, the vehicle running macadam channel comprises a temporary shortcut foundation trench, the temporary shortcut foundation trench is arranged on the earthwork surface, macadam is laid on the periphery of the upper portion of the temporary macadam shortcut foundation trench, and the periphery of the temporary shortcut foundation trench is provided with a slope. Small pebbles are laid in the center of the upper portion of the temporary gravel shortcut foundation trench, pedestrian gravel channels are arranged on the two sides of the temporary shortcut foundation trench, rubbles are laid on the pedestrian gravel channels, large pebbles are laid on the side faces of the pedestrian gravel channels, a temporary cable is arranged on one side of the temporary shortcut foundation trench, and the temporary cable is arranged on the other side of the temporary shortcut foundation trench. According to the temporary access road, the vehicle driving gravel channel and the pedestrian gravel channel are arranged, so that pedestrians and vehicles can temporarily pass conveniently, the material cost is low, the construction speed is high, main materials are convenient to recycle, and the green construction requirement is met.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a temporary gravel access road at a construction site. Background Art

[0002] Temporary access roads at construction sites are usually made of plain concrete or reinforced concrete. On the one hand, they can solve the problem of temporary passage of manpower and vehicles. On the other hand, the soil at the construction site is soft and muddy on rainy days. The disadvantage is that it is difficult to repair the concrete after cracking and slurrying, and the construction cost is high. Therefore, it is necessary to design a temporary gravel access road at the construction site that is convenient for temporary passage of pedestrians and vehicles. Utility Model Content

[0003] The utility model aims to provide a temporary gravel access road at a construction site to solve the problems raised in the above-mentioned background technology.

[0004] In order to solve the above technical problems, the utility model provides the following technical solutions: a temporary gravel access road at a construction site, comprising a vehicle gravel passage, the vehicle gravel passage comprising a temporary access road foundation trench, the temporary access road foundation trench being opened on the earthwork surface;

[0005] Crushed stones, which are laid around the temporary access road foundation trench;

[0006] Small pebbles, wherein the small pebbles are laid in the upper center of the temporary access road foundation trench;

[0007] A pedestrian gravel passage, which is arranged on both sides of the temporary access road foundation trench;

[0008] Stone slabs, the stone slabs being laid above the pedestrian gravel walkway;

[0009] Large pebbles are laid on the side of the pedestrian gravel passage, and the size of the large pebbles 6 is 60-80 mm.

[0010] According to the above technical solution, the size of the crushed stone is 35-50 mm, and the thickness of the crushed stone is 100-300 mm.

[0011] According to the above technical solution, a temporary cable is provided on one side of the temporary access road base trench, and a temporary water pipe is provided on the other side of the temporary access road base trench.

[0012] According to the above technical solution, the size of the pebbles is 20-30 mm, and the thickness of the pebbles is 100-350 mm.

[0013] According to the above technical solution, the size of the stone piece is 10-12 mm, and the thickness of the stone piece is 100-250 mm.

[0014] According to the above technical solution, red bricks are paved on both sides of the pedestrian gravel passage.

[0015] Compared with the prior art, the beneficial effects achieved by the utility model are as follows: the utility model, by providing a gravel passage for vehicles and a gravel passage for pedestrians, facilitates temporary passage of pedestrians and vehicles, has low material cost, fast construction speed, and the main materials are easy to recycle, thus meeting the requirements of green construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0017] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0018] In the figure: 1. Temporary walkway foundation trench; 2. Temporary cables; 3. Temporary water pipes; 4. Small pebbles; 5. Slabs of stone; 6. Large pebbles; 7. Red bricks. DETAILED DESCRIPTION

[0019] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0020] See also Figure 1 The utility model provides a technical solution: a temporary gravel access road at a construction site, including a gravel access road for vehicles, the gravel access road for vehicles includes a temporary access road foundation trench 1, the temporary access road foundation trench 1 is opened on the earthwork surface, and gravels are laid around the temporary access road foundation trench 1;

[0021] The size of the crushed stone is 35-50mm, the thickness of the crushed stone is 100-300mm, and the crushed stone is compacted;

[0022] A temporary cable 2 is provided on one side of the temporary access road foundation trench 1, and a temporary water pipe 3 is provided on the other side of the temporary access road foundation trench 1, and the other ends of the temporary cable 2 and the temporary water pipe 3 are located above the ground;

[0023] A small pebble 4 is laid in the center of the temporary access road base trench 1. The size of the small pebble 4 is 20-30 mm, and the thickness of the small pebble 4 is 100-350 mm, which is convenient for vehicles to pass. The small pebble 4 has a large vehicle bearing capacity, reduces dust and noise;

[0024] Pedestrian gravel passages are provided on both sides of the temporary access road foundation trench 1, and stone slabs 5 are laid above the pedestrian gravel passages. The size of the stone slabs 5 is 10-12 mm, and the thickness of the stone slabs 5 is 100-250 mm. The stone slabs 5 are convenient for draining the accumulated water inside the temporary access road foundation trench 1;

[0025] The side of the pedestrian gravel passage is paved with large pebbles 6, the size of which is 60-80 mm, so as to prevent the soil outside the temporary access road foundation trench 1 from invading the temporary access road foundation trench 1;

[0026] Both sides of the pedestrian gravel passage are paved with red bricks 7, and the upper part of the red bricks 7 is located on the ground surface.

[0027] Working principle:

[0028] Workers dug a gravel passage at the construction site to carry vehicles, and laid small pebbles 4 on top of the gravel passage to reduce dust and noise;

[0029] A pedestrian gravel passage is paved around the vehicle gravel passage, and the surface of the pedestrian gravel passage is paved with flagstones 5, so that pedestrians can walk comfortably and the walking direction is clear;

[0030] After the project is completed, the crushed stones will be collected, washed, screened, classified and recycled through simple procedures and can be reused, which is green and environmentally friendly.

[0031] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0032] Finally, it should be noted that the above description is only a preferred embodiment of the utility model and is not intended to limit the utility model. Although the utility model is described in detail with reference to the above embodiments, those skilled in the art can still modify the technical solutions recorded in the above embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A temporary gravel access road at a construction site, characterized by: include: A gravel passage for vehicles, the gravel passage for vehicles comprising a temporary access road foundation trench (1), the temporary access road foundation trench (1) being opened on the earth surface; Crushed stones, the crushed stones are laid around the top of the temporary access road foundation trench (1); Small pebbles (4), the small pebbles (4) are laid in the upper center of the temporary access road foundation trench (1); A pedestrian gravel passage, wherein the pedestrian gravel passage is arranged on both sides of the temporary access road base trench (1); Stone slabs (5), the stone slabs (5) are laid above the pedestrian gravel passage; Large pebbles (6), the large pebbles (6) are laid on the side of the pedestrian gravel passage, and the size of the large pebbles (6) is 60-80 mm.

2. A temporary gravel access road at a construction site according to claim 1, characterized in that: The size of the crushed stone is 35-50 mm, and the thickness of the crushed stone is 100-300 mm.

3. A temporary gravel access road at a construction site according to claim 2, characterized in that: A temporary cable (2) is provided on one side of the temporary access road base trench (1), and a temporary water pipe (3) is provided on the other side of the temporary access road base trench (1).

4. A temporary gravel access road at a construction site according to claim 3, characterized in that: The size of the pebble (4) is 20-30 mm, and the thickness of the pebble (4) is 100-350 mm.

5. The temporary gravel access road at a construction site according to claim 4, characterized in that: The size of the stone sheet (5) is 10-12 mm, and the thickness of the stone sheet (5) is 100-250 mm.

6. A temporary gravel access road at a construction site according to claim 5, characterized in that: Both sides of the pedestrian gravel passage are paved with red bricks (7).