• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    This invention involves a ground laying structure and a processing method, the ground laying structure includes a structure ontology, a pressurized bag, a pressurized tube, a tube cap and a pressurized air-cushion. The structure ontology is provided with a plurality of first micropores for guiding the fluid, and a pressurized bag groove, a pressurized tube groove and a tube cap groove arranged in order from bottom to top. The gas is distributed in the pressurized bag groove connecting the second micropore and the first micropore, a plurality of third micropores are arranged on the surface of the pressurized bag to connect the second micropore, they are connected by air. The pressurized tube is accommodated in the pressurized tube groove with interference fit, when the tube cap is opened, the pressurized air-cushion is threaded to connect the pressurized tube, When the air inlet cap is opened, the air-cushion body is stretched to inj ect air through the air inlet, when the air inlet cap is closed, the air-cushion body is compressed to deliver air to the pressurized bag through the pressurized tube, and the air enters the first micropore via the second micropore from the third micropore
    公开号:NL2024794A
    申请号:NL2024794
    申请日:2020-01-30
    公开日:2020-10-22
    发明作者:Tao Xiangling；Song Yongbin；Su Yunhe；Chen Guozhou；Dong Lisha；Zhu Gaofeng
    申请人:Jiangsu Vocational Inst Architectural Tech；
    IPC主号:
    专利说明:

    Description A ground laying structure and a processing method This invention involves the technology field of ground laying, in particular to a ground laying structure and a processing method Background technology The surface of modern cities has been gradually covered by water blocking materials such as building and concrete, thus forming an ecological "artificial desert”, Impervious concrete and asphalt are the main pavement materials of the city, which make the naturally falling rainwater unable to penetrate into the ground naturally and fluently, resulting in the lack of urban surface temperature and humidity regulation ability, resulting in the so-called "heat island effect" of the city or the waterlogging problem of looking at the sea in the city during the rainy season.
    In order to alleviate the damage to the environment and manage the stable ecological environment of the city fundamentally, at the fifth meeting of the 12th National People's Congress of the People's Republic of China on March 5, 2017, Premier Li Keqiang's government work report mentioned that: Coordinating the aboveground and underground construction in the city, and then starting the construction of the city's underground pipe gallery for more than 2,000 kilometers, starting the three-year action to eliminate the key waterlogging prone areas in the urban area, and promoting the construction of sponge cities, so that the city has both "face" and "interior", sponge city Is a new concept of urban stormwater management, also known as " hydroelastic city ". The international terminology is “Construction of low impact development rainwater system”. When it rains, water will be absorbed, stored, infiltrated and purified.
    When necessary, the stored water will be "released" and used.
    To build a sponge city, we must convert the concept firstly, in the traditional construction mode, hardened pavement is everywhere, In case of heavy rain, the drainage mainly depends on the "gray" facilities such as pipes and rivers, pump stations, etc.
    The “quick exclusion” and “end concentration” controls are the main planning and design concepts, often resulting in waterlogging and droughts, The construction of the sponge city combines the natural route with the artificial measures, On the premise of ensuring the safety of urban drainage and waterlogging prevention, it maximizes the rainwater accumulation, infiltration and purification in urban areas, improves the level of rainwater resources, and protects the ecological
    1 environment. Sponge city construction is to have "sponge body", sponge body includes not only river, lake, pond and other water systems, but also green space, garden, permeable pavement brick and other urban supporting facilities, Through these "sponges", rainwater infiltrates, stagnates, purifies and reuses, and finally the remaining part of the runoff is discharged through the pipe network and pump station, which can effectively improve the standard of urban drainage system and reduce the pressure of urban waterlogging.
    The permeable brick originated in Holland, In the process of building a city around the sea by the Dutch, 1t was found that the ground after draining the seawater would cause continuous land subsidence due to long-term lack of contact with water. Once the embankment along the coastline is washed away, the seawater will quickly rush to a city that is much lower than the sea level and completely submerge the whole coastal city. In order to prevent the ground from sinking, the Dutch made a small pavement brick with a length of 200 mm, a width of 100 mm, 50 or 60 mm, which was laid on the street surface, and a gap of 2 mm was reserved between the bricks. In this way, when it rains, the rainwater will seep into the ground through the cracks between the bricks. This is the famous Dutch brick. After another period of time, in order to strengthen the compressive and flexural strength of the brick, the technicians used the gravel as a raw material to add cement and rubber additives to make the water permeability speed and strength meet the needs of the urban pavement. This kind of brick is the water permeable brick used on the municipal pavement. The price of this brick is relatively cheaper than that of ceramic permeable brick, It is suitable for most regional engineering. Due to the better water permeability of Dutch brick, permeable brick is widely used in urban road reconstruction.
    In practical applications. the permeable gap of common permeable brick is easily blocked by small particles such as muddy water and grease. Even if it is cleaned regularly to prevent pore blockage, it is difficult to clean up thoroughly. When the water permeable gap is blocked, its permeability performance declines very fast, and the permeability effect is difficult to meet the ideal design requirements. The permeable bricks on the domestic market mainly include sintered ceramic permeable bricks, concrete permeable bricks, and resin bonded sand-based permeable bricks. Among these permeable bricks, sintered ceramic permeable bricks have smooth surface, high strength and good permeable effect, but the disadvantage 1s that the gap is relatively large, which is easy to be blocked by dirt and leads to the failure of permeable performance. In addition, the manufacturing process of this kind of pervious bricks needs to consume a lot of energy and 2 precious clay resources. concrete permeable bricks are low in cost, simple in forming, and good in permeable rate, but the disadvantages are also easily blocked by dirt. On the other hand, although the resin bonded sand-based permeable brick has beautiful surface, good water absorption and permeability, antiskid and compressive strength can be adjusted according to the specific needs of users, and has good water retention, the disadvantage is that it is easy to age and fail in the sun. and Need to be replaced, resulting in higher costs.
    In view of the defects of the permeable bricks in the prior art, a kind of permeable brick that 1s simple, effective, low in cost, easy to install and use, and easy to block is urgently needed.
    In view of the defects of the ground laying structure in the prior art, a simple, effective, low cost, easy to install and use, anti-blocking permeable ground laying structure 1s urgently needed.
    The above information disclosed in the background technical part is only used to enhance the understanding of the background of the invention, so it may contain information that does not constitute the prior art known to those skilled in the art in the country.
    contents of the invention In order to achieve the above purpose, the inventor and the like conducted further research, Concretely speaking, the invention provides a ground laying structure and a processing method.
    In one aspect of the invention, a ground laying structure includes: a structure ontology, which is laid on the ground, provided with a plurality of first micropores for guiding the fluid, and a pressurized bag groove, a pressurized tube groove and a tube cap groove arranged 1n order from bottom to top. The gas is distributed in the pressurized bag groove connecting the second micropore and the first micropore.
    a pressurized bag, which is accommodated in the pressurized bag groove, and a plurality of third micropores are arranged on the surface of the pressurized bag to connect the second micropore.
    a pressurized tube, which is accommodated in the pressurized tube groove with interference fit, the pressurized tube can be threaded to connect the pressurized bag and the pressurized air cushion, and the pressurized tube is sealed to connect with the pressurized bag.
    a tube cap, which 1s accommodated 1n the tube cap groove, and the tube cap can open and close the tube cap groove.
    a pressurized air-cushion, when the tube cap is opened, the pressurized air-cushion is threaded to connect the pressurized tube, The pressurized air-cushion comprises an air inlet, an 3 air inlet cap for sealing the air inlet and an air cushion body. When the air inlet cap 1s opened, the air-cushion body is stretched to inject air through the air inlet, when the air inlet cap 1s closed, the air-cushion body is compressed to deliver air to the pressurized bag through the pressurized tube, and the air enters the first micropore via the second micropore from the third micropore In the above-mentioned ground laying structure, the upper surface and the lower surface of the structure ontology are provided with first micropores, and a plurality of the first micropores penetrating up and down inside the structural ontology are mutually Connected.
    In the above-mentioned ground laying structure, the first end of the structure ontology 1s provided with a first connector, the second end of the structure ontology relative to the first end of the first end is provided with a second connector which can be matched with the first connector, and the first connector of the structural ontology 1s splicable to the second connector of another structural ontology.
    In the above-mentioned ground laying structure, a plurality of structural ontologies that can be spliced and combined are provided with the pressurized bag groove, the pressurized tube groove and the tube cap groove arranged from the bottom to the top at the splicing position.
    In the above-mentioned ground laying structure, the diameter of the second micropore is larger than the diameter of the first micropore and the third micropore.
    In the above-mentioned ground laying structure, the tube cap accommodated in the tube cap groove is flush with the upper surface of the structure ontology.
    In the above-mentioned ground laying structure, the pressurized tube is made of elastic material, and the diameter of the pressurized tube is larger than the diameter of the pressurized tube groove In the above-mentioned ground laying structure, an elastic rubber ring is arranged on the outer surface of the junction between the pressurized tube and the pressurized bag, the pressurized air-cushion also includes a handle and a connecting tube connected with the pressurized tube by threads.
    In the above-mentioned ground laying structure, which 1s characterized in that the structure ontology 1s a permeable brick, and a water collecting pipe connecting the first micropore 1s laid under the permeable brick According to another aspect of the invention, a processing method of the ground laying structure includes the following steps: 4
    Step 1, the tube cap is opened and the pressurized air-cushion is threaded to connect the pressurized tube Step 2, the air inlet cap is opened, and the air-cushion body 15 stretched to inject air through the air inlet Step 3, the air inlet cap is closed, and the air-cushion body is compressed to deliver air to the pressurized bag through the pressurized tube, and the air enters the first micropore via the second micropore from the third micropore.
    The technical effects of the invention are as follows: Compared with the prior art, the beneficial effect of the invention is: the structure body of the ground laying structure in this invention 1s laid on the ground.
    Through the first micropore, the rainwater, seeper and other fluids are introduced to the ground. the air-cushion body is compressed to deliver air to the pressurized bag through the pressurized tube. and the air enters the first micropore via the second micropore from the third micropore, which keeps the water permeability efficiency of the floor laying structure at a high level, and the invention can form self-pressurization to prevent plugging and maintenance, and it is easy to construct and splice.
    Description of figures Fig. 1 is a structural diagram according to an embodiment of the ground laying structure in this invention.
    Fig. 2 1s an assembly diagram of a pressurized tube and a pressurized bag according to an embodiment of the ground laying structure in this invention.
    Fig. 3 is a structural diagram of a pressurized air-cushion according to an embodiment of the ground laying structure in this invention.
    Fig. 4 is a structural diagram of a 45 ° side view of a pressurized air-cushion according to an embodiment of the ground laying structure in this invention.
    Fig. 5 15 a structural diagram of a splicing structure according to one embodiment of the ground laying structure in this invention.
    Fig. 6 1s a structural diagram of a splicing structure according to one embodiment of the ground laying structure 1n this invention.
    Fig. 7 15 a structural diagram of the steps according to the processing method of the ground laying structure of the present invention. specific way of implementing 5
    Specific embodiments of the invention will be described in more detail below with reference to the accompanying drawings. While specific embodiments of the invention are shown in the accompanying drawings, it should be understood that the invention may be implemented in various forms and should not be limited by the embodiments described herein. On the contrary, these embodiments are provided to enable a more thorough understanding of the invention and to fully communicate the scope of the invention to those skilled in the art.
    It should be noted that some words are used in the instruction and claims to refer to specific components. It should be understood by those skilled in the art that one may use different terms to refer to the same component. The instruction and claims do not distinguish components by differences in terms, but by differences in functions. For instance, The word "comprise" or "include" mentioned in the whole instruction and claims is an open term, it shall be interpreted as "Including but not limited to". The subsequent description is a preferred embodiment of the invention, the description 1s for the purpose of general principles of the instruction and is not intended to limit the scope of the invention. The protection scope of the invention shall be defined by the appended claims.
    For the sake of understanding the embodiments of the invention, several specific embodiments will be given to make further explanation in combination with the drawings, And the drawings do not constitute the limitation of the embodiment of the invention.
    Specifically, referring to figure 1-6, a ground laying structure includes: a structure ontology 1, which is laid on the ground, provided with a plurality of first micropores 6 for guiding the fluid, and a pressurized bag groove 10, a pressurized tube groove 9 and a tube cap groove 8 arranged in order from bottom to top. The gas 1s distributed in the pressurized bag groove 10 connecting the second micropore 7 and the first micropore 6.
    a pressurized bag 3, which is accommodated in the pressurized bag groove 10, and a plurality of third micropores 11 are arranged on the surface of the pressurized bag 3 to connect the second micropore 7.
    a pressurized tube 2, which is accommodated in the pressurized tube groove 9 with interference fit, the pressurized tube 2 can be threaded to connect the pressurized bag 3 and the pressurized air- cushion 4, and the pressurized tube 2 1s sealed to connect with the pressurized bag. 3 6 a tube cap 5, which 1s accommodated in the tube cap groove 8, and the tube cap 5 can open and close the tube cap groove 8. a pressurized air-cushion 4, when the tube cap 5 is opened, the pressurized air-cushion 4 1s threaded to connect the pressurized tube 2, The pressurized air-cushion comprises an air inlet 16, anair inlet cap 17 for sealing the air inlet 16 and an air-cushion body 15, When the air inlet cap 17 1s opened, the air-cushion body 15 is stretched to inject air through the air inlet 16, when the air inlet cap 17 1s closed, the air-cushion body 15 is compressed to deliver air to the pressurized bag 3 through the pressurized tube 2, and the air enters the first micropore 6 via the second micropore 7 from the third micropore 11 In one embodiment of the ground laying structure of the invention, the upper surface and the lower surface of the structure ontology 1 are provided with first micropores 6, and a plurality of the first micropores 6 penetrating up and down inside the structural ontology 1 are mutually Connected. In one embodiment of the ground laying structure of the invention, the first end of the structure ontology 1 is provided with a first connector, the second end of the structure ontology 1 relative to the first end of the first end is provided with a second connector which can be matched with the first connector, and the first connector of the structural ontology 1 is splicable to the second connector of another structural ontology 1. In one embodiment of the ground laying structure of the invention, a plurality of structural ontologies 1 that can be spliced and combined are provided with the pressurized bag groove 10, the pressurized tube groove 9 and the tube cap groove 8 arranged from the bottom to the top at the splicing position. In one embodiment of the ground laying structure of the invention, the diameter of the second micropore 7 is larger than the diameter of the first micropore 6 and the third micropore
    11. In one embodiment of the ground laying structure of the invention, the tube cap 5 accommodated in the tube cap groove 8 is flush with the upper surface of the structure ontology
    1. In one embodiment of the ground laying structure of the invention, the pressurized tube 2 is made of elastic material, and the diameter of the pressurized tube 2 is larger than the diameter of the pressurized tube groove 9 7
    In one embodiment of the ground laying structure of the invention, an elastic rubber ring 1s arranged on the outer surface of the junction between the pressurized tube 2 and the pressurized bag 3, the pressurized air-cushion 4 also includes a handle 12 and a connecting tube 13 connected with the pressurized tube 2 by threads.
    In one embodiment of the ground laying structure of the invention, which is characterized in that the structure ontology 1 is a permeable brick, and a water collecting pipe connecting the first micropore 6 1s laid under the permeable brick For further understanding of the invention, in one embodiment, the ground laying structure is a self-pressurized water permeable brick, wherein, for example, the structure ontology 1 of the brick body is provided with a tube cap groove 8, a pressurized tube groove 9 and a pressurized bag groove 10, After the brick body is assembled, the space formed by the combination of the corresponding trough body is respectively used to install the tube cap 5, the pressurized tube 2 and the pressurized bag 3. There are a large number of the first micropores 6 like brick holes on the brick body. In each surface of the brick body, only the upper surface, the lower surface and the surface of the pressurized tube groove are provided with brick holes, which are combined up with down and connected with each other in the brick body.
    There are a large number of the third micropores 11 like ventilating micropores on the surface of the pressurized bag, The pressurized tube and the pressurized bag are installed at the joint of the permeable bricks. Rainwater on the upper surface of the brick flows through the brick hole to the lower surface of the brick and 1s discharged through the water collection pipe. When the brick hole is blocked due to sediment and other sundries, the tube cap shall be opened and a pressurized air- cushion shall be added, then the load shall be applied on the pressurized air- cushion, it can be pressed by hand or stepped on with the foot, The air in the air-cushion is squeezed into the pressurized bag through the pressurized tube, and enters the interior of the brick through the ventilating micropores to increase the air pressure inside the the brick body, and then the sundries in the blocked brick hole are discharged to achieve the effect of unblocking.
    In one embodiment, the pressurized tube is made of a material with high elasticity and toughness, and its size is slightly larger than that of the pressurized tube groove. After the installation 1s completed, there is extrusion between the pressurized tube and the brick body, so as to ensure that the gas discharged from the ventilating micropores of the pressurized bag to the brick body will not overflow from the gap between the pressurized tube and the brick body. (1) 8
    In one embodiment, the two ends of the pressurized tube are provided with threads, the Junction between the pressurized bag and the pressurized tube is provided with threads that mesh with the threads of the pressurized tube, and the junction between the pressurized air-cushion and the pressurized tube is provided with threads that mesh with the threads of the pressurized tube.
    After the booster bag and the booster pipe are installed through threaded connection, an elastic rubber ring is placed on the outside of the joint to ensure the joint is sealed. (2) In one embodiment, the pressurized air-cushion is comprised of an air-cushion body 15, an air inlet 16, an air inlet cap 17, handles 12, a connecting tube 13, and threads, During operation, engage the thread with the thread of the pressurized tube, open the air inlet cap, pull the handle to make the air-cushion filled with air, close the air inlet cap, apply load on the pressurized air-cushion, and squeeze the air into the pressurized bag through the pressurized tube. Repeat for many times to achieve the effect of unblocking.
    In one embodiment, a water collecting pipe is laid under the permeable brick, and the water flows into the water collecting pipe through the brick hole and then is discharged centrally.
    In one embodiment, during the construction of a street in a city, the city is located in a temperate monsoon climate with distinct four seasons, frequent rainstorms in summer and serious urban waterlogging. According to the local rainfall situation and environmental pollution situation, the unblocking hole location of quincunx type is selected. That is to say, each brick body shall be provided with a unblocking hole groove on the diagonal.
    In one embodiment, self-pressurized water permeable brick consists of a brick body 1, a pressurized tube 2, a pressurized bag 3, a pressurized air-cushion 4, and a tube cap 5. There are a large number of brick holes 6 on the brick body, and there are a large number of the third micropores 11 like ventilating micropores on the surface of the pressurized bag, The pressurized tube and the pressurized bag are installed at the joint of the permeable bricks. When the permeable bricks are used normally ,Rainwater on the upper surface of the brick flows through the brick hole to the lower surface of the brick and is discharged through the water collection pipe. When the brick hole 1s blocked due to sediment and other sundries, the tube cap shall be opened and a pressurized air- cushion shall be added, then the load shall be applied on the pressurized air-cushion, it can be pressed by hand or stepped on with the foot, The air in the air- cushion is squeezed into the pressurized bag through the pressurized tube, and enters the interior 9 of the brick through the ventilating micropores to increase the air pressure inside the brick body, and then the sundries in the blocked brick hole are discharged to achieve the effect of unblocking.
    In one embodiment, the permeable brick body is provided with a tube cap groove 8, a pressurized tube groove 9 and a pressurized bag groove 10. After the four bricks are assembled, the space formed by the combination of the corresponding trough body 1s respectively used to install the tube cap , the pressurized tube and the pressurized bag . In each surface of the brick body, only the upper surface, the lower surface and the surface of the pressurized tube groove are provided with brick holes, which are combined up with down and connected with each other in the brick body.
    In one embodiment, the pressurized tube is made of a material with high elasticity and toughness, and its size 15 slightly larger than that of the pressurized tube groove. After the installation is completed, there is extrusion between the pressurized tube and the brick body, so as to ensure that the gas discharged from the ventilating micropores of the pressurized bag to the brick body will not overflow from the gap between the pressurized tube and the brick body.
    In one embodiment, the two ends of the pressurized tube are provided with threads, the Junction between the pressurized bag and the pressurized tube 1s provided with threads that mesh with the threads of the pressurized tube, and the junction between the pressurized air-cushion and the pressurized tube is provided with threads that mesh with the threads of the pressurized tube. After the booster bag and the booster pipe are installed through threaded connection, an elastic rubber ring is placed on the outside of the joint to ensure the joint is sealed.
    In one embodiment, the pressurized air-cushion is comprised of an air-cushion body 15, an air inlet 16, an air inlet cap 17, handles 12, a connecting tube 13, and threads, During operation, engage the thread with the thread of the pressurized tube, open the air inlet cap, pull the handle to make the air-cushion filled with air, close the air inlet cap, apply load on the pressurized air-cushion, and squeeze the air into the pressurized bag through the pressurized tube. Repeat for many times to achieve the effect of unblocking.
    In one embodiment, the second micropore position like the unblocking hole is arranged at the four corners and/or the four sides of the brick body, and the permeable brick with the unblocking hole position arranged at the four corners can be divided into the angle tight type, the angle quincunx type, and the angle sparse type, The angle tight type is that the unblocking hole locations are arranged on the four corners of the brick, the angle quincunx type is that the 10 unblocking hole locations are arranged on the diagonal of the brick, and the angle sparse type is that the unblocking hole locations are arranged on the one corner of the brick. the permeable brick with the unblocking hole position arranged at the four sides can be divided into the four sides type, the long side type, the short side type, the long side sparse type, and the short side sparse type. the four sides type is that the unblocking hole are arranged on the four sides of the brick, the long side type is that the unblocking hole are arranged on the two long sides of the brick, the short side type is that the unblocking hole are arranged on the two short sides of the brick, the long side sparse type is that the unblocking hole are arranged on one long side of the brick, the short side sparse type is that the unblocking hole are arranged on one short side of the brick, The way of hole location depends on the local rainfall and environmental pollution.
    When the invention is used normally, Rainwater on the upper surface of the brick flows through the brick hole to the lower surface of the brick and is discharged through the water collection pipe. if the brick hole is blocked due to sediment and other sundries, the tube cap shall be opened and a pressurized air- cushion shall be added, then the load shall be applied on the pressurized air-cushion, it can be pressed by hand or stepped on with the foot, The air in the air- cushion is squeezed into the pressurized bag through the pressurized tube, and enters the interior of the brick through the ventilating micropores to increase the air pressure inside the brick body, and then the sundries in the blocked brick hole are discharged to achieve the effect of unblocking.
    As shown 1n Figure 7, a processing method of the ground laying structure includes the following steps: Step 1, the tube cap is opened and the pressurized air-cushion is threaded to connect the pressurized tube Step 2, the air inlet cap 1s opened, and the air-cushion body is stretched to inject air through the air inlet Step 3, the air inlet cap 1s closed, and the air-cushion body 1s compressed to deliver air to the pressurized bag through the pressurized tube, and the air enters the first micropore via the second micropore from the third micropore industrial applicability The ground laying structure and processing method of the invention can be manufactured and used in the field of ground laying.
    11
    Although the embodiments of the invention are described above in combination with the drawings, the invention is not limited to the specific embodiments and application fields, and the specific embodiments are only schematic, instructive and not restrictive.
    Under the enlightenment of the instruction and without departing from the scope protected by the claims of the invention,
    ordinary technicians in the art can also make many forms, These belong to the protection of the Invention. 12
    权利要求:
    Claims (10)
    [1]
    A ground laying structure, comprising: a structural ontology, laid on the ground, having a plurality of first micropores for guiding the liquid, and a pressure bag groove, a pressure tube groove and a tube cap groove arranged in order from bottom to top, wherein the gas is distributed in the pressure bag groove connecting the second micropore and the first micropore, a pressure bag, which is received in the pressure bag groove, and wherein a plurality of third micropores are disposed on the surface of the pressure bag to connect the second micropore, a pressure tube, which is press-fitted in the pressure tube groove, wherein the pressure tube may be threaded to connect the pressure bag and the pressure air cushion, and the pressure tube is sealed to be connected to the pressure bag, a tube cap, which is received in the tube cap groove , and where the pipe cap can open and close the pipe cap groove, a pressure air cushion, when the pipe cap 1s open, it is compressed air cushion threaded to connect the pressure tube, the pressure air cushion comprising: an air inlet, an air inlet cap for sealing the air inlet and an air cushion body, when the air inlet cap is opened, the air cushion body is stretched to inject air through the air inlet, and when With the air inlet cap closed, the air cushion body is compressed to supply air to the pressure bag through the pressure tube, and the air enters the first micropore from the third micropore through the second micropore.
    [2]
    2. A ground-laying structure according to claim 1, characterized in that the top and bottom surfaces of the structural ontology are provided with first micropores, and wherein a plurality of the first micropores penetrating the interior of the structural ontology are interconnected from top to bottom.
    [3]
    A ground-laying structure according to claim 1, characterized in that the first end of the structural ontology is provided with a first connector, the second end of the structural ontology being provided with a second connector that is matched with respect to the first end of the first end. can be on the first connector, and wherein the first connector of the structural ontology can be spliced to the second connector of a different structural ontology.
    [4]
    A ground laying structure according to claim 1, characterized in that a plurality of structural ontologies that can be split and combined are provided with the pressure bag groove, the pressure tube groove and the tube cap groove arranged from the bottom up at the split position.
    [5]
    A soil laying structure according to claim 1, characterized in that the diameter of the second micropore is greater than the diameter of the first micropore and the third micropore.
    [6]
    The ground laying structure of claim 1, characterized in that the pipe cap received in the pipe cap groove is flush with the top surface of the structural ontology.
    [7]
    A ground laying structure according to claim 1, characterized in that the pressure tube is made of elastic material, and the diameter of the pressure tube is greater than the diameter of the pressure tube groove.
    [8]
    The ground-laying structure of claim 1, characterized in that an elastic rubber ring is disposed on the outer surface of the connection point between the pressure tube and the pressure bag, the pressure air cushion also comprising a handle and a connection tube which is threadedly connected to the pressure tube.
    [9]
    A soil-laying structure according to claim 1, characterized in that the structural ontology is a permeable stone, and a water collection pipe connecting the first micropore is laid under the permeable stone.
    [10]
    A processing method for the ground laying structure according to any one of claims 1 to 9, comprising the following steps: Step 1 (S1), the tube cap is opened and the pressurized air cushion is threaded to be connected to the pressure tube.
    Step 2 (52), the air inlet cap is opened, and the air cushion body is stretched to inject air through the air inlet.
    Step 3 (S3) The air inlet cap is closed, and the air cushion body is compressed to supply air to the pressure bag through the pressure tube, and the air enters the first micropore from the third micropore through the second micropore.
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