TW201313989A - Green environmental protection permeable and breathable artificial athletic ground and construction method of curing permeable support layer thereof - Google Patents

Abstract

The present invention discloses a green environmental protection permeable and breathable artificial athletic ground and a construction method of curing permeable support layer thereof wherein the curing permeable support layer is paved on the top of artificial athletic ground, and the top of curing permeable support layer can be integrated with the permeable layer of artificial athletic ground. The curing permeable support layer utilizes recycled and/or recyclable gravel, clean gravel or sand partially or entirely wetted by spraying water. Then bonding agent is sprayed and blended to form a plurality of pores on the curing permeable support layer for allowing water seeping to discharge outside. In contrast, the internal accumulated moisture can be discharged to the outside on sunny days after the raining days. This invention utilizes recycled or recyclable bone material sprayed with onsite mixture of construction bonding agent, thereby achieving prevention of wasting energy along with the effects of cost down and carbon reduction.

Description

Green building environmentally permeable, exhaust artificial sports field and construction method thereof supporting curing permeable layer

The invention provides a green building environment-permeable, ventilated artificial sports field and a construction method for supporting the cured water-permeable layer.

At present, artificial sports grounds, stadiums, and runway foundation layers are almost all asphalt concrete or reinforced concrete floors, and the so-called artificial sports fields are raw materials made of PU or synthetic rubber or plastic artificial grass, rubber particle surface layer, acrylic. The surface layer and the plastic artificial grass surface layer are laid on the original asphalt concrete or reinforced concrete floor in the area designated as the sports field, stadium and runway. The disadvantage is that when the artificial sports place is in the water, after flooding, all the runways and The surface layer is soaked in water for a long time, and it is heated by the sun radiation, so that the internal water vapor cannot be discharged, and the surface of the artificial sports place is raised or wrinkled and is wavy. It must be removed and reapplied. The reason for this is that the artificial sports place cannot be drained and vented upwards (water vapor), that is, it cannot be breathed.

The artificial sports field and the stadium track structure are generally the same, and the system is divided into an original soil layer, a first layer, an asphalt concrete layer AC (or a RC concrete layer) and an artificial sports scene layer on the upper side. The construction method is as follows:

(1) Original soil layer: firstly level the original soil layer (subgrade, road bed) according to the design elevation, and then compact it to a pressure density of 95% or more with a roller press;

(2) Laying the graded layer: the sand gravel grade or the mountain soil gravel grade (base layer) shall be laid flat on the original soil layer according to the design thickness, and then compacted to the pressure density by a roller press. The pressure is above 95%;

(3) Concrete layers, roughly two types:

(3-A) Asphalt concrete layer: on the gravel grade layer, a layer of emulsified asphalt base oil is sprayed first, and then the coarse aggregate asphalt concrete is firstly laid on the base oil by a paving machine, and then the coarse layer is Sprinkle the asphalt adhesive layer on the granular asphalt concrete, and then use the paving machine to lay the fine granular asphalt concrete on the coarse aggregate asphalt concrete for the second time, and leveling and compacting to a pressure density of 95% or more;

(3-B) Reinforced concrete layer: In some areas, because it can not be laid with asphalt concrete, it has to be replaced by reinforced concrete layer; it is first laid on the gravel-grade layer with moisture-proof plastic cloth, and then the reinforced concrete is designed with elevation and The slope is laid on the moisture-proof plastic cloth;

(4) The artificial motion scene layer can be divided into five types because of the different materials used:

(4-A) PP plastic artificial grass surface layer: plastic artificial grass made of PP plastic, glued to the above concrete layer, and then filled with glass sand (sand sand) in the gap between plastic artificial grass;

(4-B) Synthetic rubber surface layer: a full-volume synthetic rubber elastic surface layer is synthesized with natural rubber and other materials, and is adhered to the aforementioned concrete layer;

(4-C) PU surface layer: layered on the concrete layer with liquid PU material (or mixed granular PU material), and the top layer is laid with granular PU material;

(4-D) rubber particle surface layer: the granular PU material or rubber particle material and glue water are mixed and laid on the concrete layer, and the top layer is leveled and slipped with other materials;

(4-E) Acrylic finish: Synthesized with acrylic paint and other materials, coated on the concrete layer;

The unit of the (1) raw soil layer, if there is an underground building under the artificial runway, a concrete layer above the roof of the underground building is impervious to water, and therefore, other methods are needed to solve the problem.

All of the above-mentioned conventional artificial sports fields and course tracks have the following disadvantages:

1. The artificial concrete field, the asphalt concrete layer or the reinforced concrete layer of the stadium track, combined with the impervious artificial sports field material, can cause the internal water vapor to be discharged, and the surface of the artificial sports place is raised or wrinkled and is wavy and cannot be used. In addition to energy consumption and no carbon reduction effect, rainwater cannot penetrate into the ground through the asphalt concrete layer containing tar, and the asphalt material is polluted and does not conform to the concept of environmental protection;

Second, the above-mentioned asphalt concrete is very poor in the base surface layer. Due to the rising surface temperature of the earth surface in recent years, the climate is abnormal, and the summer temperature is higher than in previous years, resulting in the base surface layer, due to the high temperature endothermic, coupled with the greenhouse effect of the surface, resulting in The surface temperature of the base surface layer is as high as 50-60 degrees Celsius, which causes the surface of the asphalt to soften due to high temperature, which in turn causes the elastic surface layer of the sports field track, the stadium and the upper layer to be in close contact with each other. Causes delamination defects.

Third, because the general sports grounds, runways, and golf courses occupy a large area, and the amount of materials used in the base surface layer is also large, the basic surface layers of all artificial sports fields are almost always pre-mixed ( That is, the production is completed at the factory, and it is laid at the construction site.) If it is premixed in the workshop, it will be laid in the pre-mixed vehicle to the construction site. The disadvantage is that when laying and leveling, the cement slurry will sink due to the flow or smoothing and shaking, and the cement slurry will be under the support curing layer. Between the original soil layer or the original gravel graded layer, the natural formation of a thin layer of cement slurry, so that the playground can not drain and upward exhaust (water vapor) when it is raining, that is, unable to breathe, and the material and Energy consumption is also high, and it does not meet the standards for carbon reduction and energy conservation.

4. Another field mixing construction, only spraying a sticky slurry 12 on the top of the rammed recovery and recoverable gravel or clear gravel or sand, will be due to the physical properties of the adhesive slurry 12 and the mixing material, the gravel The upper side can be adhered, but the lower side can not make the adhesive slurry 12 adhere, resulting in the support curing the water-permeable layer due to the contact between the internal aggregates, the adhesive slurry 12 is not adhered, and the grip is uneven, resulting in poor adhesion and insufficient strength. Disadvantages, and the dry aggregate absorbs the moisture of the adhesive slurry 12, and early condensation affects the degree of work.

5. In the process of pre-mixing, the aggregate and the adhesive shall be transported to the pre-mixing plant, and then pre-mixed and transported to the construction site. The multiple transportation journey of the pre-mixed vehicle causes the construction cost to increase, and the pre-mixing plant To the construction site, the quality of the initial setting of the concrete and its structural strength will be affected by the time and distance, and the construction work will also cause inconvenience.

One of the objects of the present invention is to improve the imperviousness of the conventional artificial sports field asphalt concrete and reinforced concrete. The method has the functions of increasing the permeable and exhausting functions of the artificial sports field and soil and water conservation.

One object of the present invention is to provide a green building environmentally-permeable and ventilated artificial sports field supporting a solidified permeable layer construction method, which can save construction cost, and utilize recycling and recyclable materials for reuse, avoid energy consumption, reduce carbon and energy saving. Efficient, and will not cause environmental pollution, in line with environmental protection concepts.

An object of the present invention is to provide a green building environment-permeable, ventilated artificial sports field supporting a solidified permeable layer construction method, which has a rapid guidance of heavy rain, flooding to a drainage system or a raw soil layer.

In order to achieve the above object, the construction method of the present invention uses the field mixing technology concept to spray water on the surface of the aggregate, and allows the aggregate to absorb water, and then spray the adhesive slurry on the upper side of the aggregate having surface water molecules. In combination, the aggregate does not absorb the moisture of the adhesive slurry, and can form an excellent working degree and retarding function, and an adhesive slurry flow space is reserved in the lower part of the aggregate to avoid the sinking of the slurry slurry. Between the underside of the aggregate of the solidified permeable layer and the original soil layer or the original gravel grading layer, the thin layer of the adhesive slurry is not stagnated to avoid affecting the water permeable and venting functions of the supported solidified permeable layer.

In addition to the use of environmentally friendly aggregates, this method of construction completes the support of the solidified permeable layer as a new and useful base surface layer, while at the same time solving the process of using the basic surface layer, which cannot be overcome.

The invention relates to a green building environmentally-permeable and permeable artificial sports field supporting a solidified water-permeable layer construction method, which is to lay the support cured water-permeable layer on the upper side of the upper layer of the tamping ground, the method comprising:

(A) laying the aggregate on top of a ground;

(B) spraying the aggregate material, allowing the water molecules to wet the aggregate material to delay the curing of the adhesive slurry for the purpose of construction;

(C) spraying the slurry on the aggregate;

(D) mixing the aggregate with the adhesive slurry in the ground layer for uniformly adhering the water molecules to the surface of the aggregate;

(E) flattening the above-mentioned mixed bone material;

Thereby, after the adhesive slurry is dried, the aggregate overlap is solidified, and the remaining pores between the aggregates can be permeable to water and exhaust, and the support is supported to cure the water-permeable layer.

The support solidifies the upper side of the water permeable layer, and can be used to combine the permeable surface layer of an artificial sports field to complete a green building environmentally permeable and exhaust artificial sports field.

The aggregate comprises recycled and recyclable aggregates, grit or grit, such as non-toxic waste gravel, recycled concrete gravel.

Preferably, the method (A), (B), (C) can be applied once or repeatedly, and the adhesive slurry 12 is sprayed on the part of the aggregate one or more times. Or all, the support curing the water permeable layer is completed in one layer or by a multi-layered repetitive structure.

Preferably, the construction method (D) wherein the mixing system is sprayed with mechanical tweezers or artificially turning the crushed stone up and down, so that the adhesive slurry is uniformly attached and applied to the crushed stone;

Preferably, in the construction method (E), the flattening system flattens the uneven ground with a leveling ruler, and then flattens it with a steel plate or a rolling equipment.

The adhesive slurry used for supporting the cured water-permeable layer comprises cement slurry, cement mortar, porous concrete, a mixture of cement slurry and resin, a mixture of cement slurry and resin and seaweed powder, a mixture of cement mortar and resin, cement mortar and resin. Mixture of seaweed powder, mixture of cement slurry and seaweed powder, mixture of cement mortar and seaweed powder, POLYURETHANE, melted acrylic or hot melt asphalt for recovery and recyclability The gravel or gravel or sand lap joint combines to solidify, and the remaining pores between the gravel or the gravel or the sand can be drained and the cost is low.

Preferably, the upper layer of the ground is further laid with a sand or mountain soil gravel grade, or the clear gravel is leveled according to the design thickness, and is compacted to a gravel graded layer with a predetermined pressure density standard or clear. The gravel layer, the upper side of the gravel grade layer or the clear gravel layer is bonded to the support curing water permeable layer.

The invention further integrates at least one permeable drain pipe or blind pipe in the soil layer or the support curing permeable layer and the gravel grading layer to quickly guide the huge rainstorm, flooding to a drainage system or the original soil layer.

The above ground layer comprises any one of a raw soil layer or a gravel water filter layer or a red brick powder layer or a crushed stone water layer and a raw soil layer, because when the artificial runway is an underground building, the underground building The concrete layer above the roof is impervious to water. Therefore, the present invention replaces the original soil layer generally used in the upper layer with a gravel water layer, and the gravel water layer is laid on the concrete above the underground building. Upper side of the layer. And embedding the permeable drain pipe or the blind pipe to the inside of the gravel drainage layer or the original soil layer or the gradation layer (for example, supporting a solidified permeable layer, a gravel gradation layer), and the accumulated water of the artificial sports field is used for The permeable drain pipe is drained to an original soil layer or an external drainage system to solve the problem that the artificial sports field above the building cannot be drained.

Thereby, compared with the conventional application, the invention has the effects of good water permeability and exhausting, and can quickly guide the rainstorm and flooding to the original soil layer or other drainage system, and reuse the recovered gravel to save materials and materials. Construction cost and energy consumption avoidance, with carbon reduction and energy saving effect, provide users with comfortable sports track and stadium, and will not cause environmental pollution. Because it can absorb water and exhaust, the floor will not cause radiation reflection and heating. It can reduce the temperature of sports places or schools, and is in line with environmental protection concepts.

Referring to Figures 1 to 4, the present invention provides a green building environmentally-permeable, ventilated artificial sports field and a method for supporting the same, and an embodiment of the method for constructing a cured water-permeable layer, one embodiment of which is to be placed on the upper side of the ground where the artificial sports field of the present invention is to be laid. Manufactured according to the method of the present invention, such as a general sports field, a stadium, a runway, etc.:

The green building environmentally-permeable, ventilated artificial sports field and the supporting solidified water-permeable layer construction method thereof are disposed on the upper side of the upper layer 1 of the tamping ground, and the construction method of the present invention comprises:

(A) laying the aggregate 110 on an upper layer 1;

(B) spraying the aggregate 110 with water, allowing the water molecules to wet the aggregate 110 for delaying the curing of the adhesive slurry 12 to facilitate construction;

(C) spraying the slurry 12 on the aggregate 110;

(D) mixing the aggregate 110 and the adhesive slurry 12 in the ground layer for uniformly bonding the water molecules to the surface of the aggregate 110;

(E) flattening the above-mentioned mixed aggregate 110;

Thereby, after the adhesive slurry 12 is dried, the aggregates of the aggregates 110 are bonded and solidified, and the remaining pores 171 between the aggregates 110 can be permeable to water and exhaust, and the support is cured to the water-permeable layer 11.

The support solidifies the upper side of the water-permeable layer 11 for combining the permeable surface layer of an artificial sports field to complete an environmentally-permeable and ventilated artificial sports field of a green building.

The aggregate 110 is wetted by water molecules and absorbs water, and the surface of the aggregate is coated with a water film, whereby the adhesive slurry 12 is sprayed on the surface of the aggregate 110 having water molecules to be stirred and fused, and the aggregate does not Absorbing the moisture of the adhesive slurry 12, in addition to increasing the good working degree of the bone material, the water molecules simultaneously allow the adhesive slurry 12 to be retarded, so that the engineering application time is sufficient, and the over-premixed construction method is limited by the conventional method. The time is short. During the transportation process, the aggregate and the adhesive slurry 12 have been initially set, the working degree is not good, and the strength of the artificial sports field supporting the cured water-permeable layer is lowered.

In the embodiment, the adhesive slurry 12 is sprayed on the upper portion of the aggregate 110, and the middle layer and the lower portion of the aggregate 110 leave a height space for the adhesive slurry 12 to sink when it sinks; or the adhesive slurry 12 is sprayed. In the upper layer and the middle portion of the aggregate 110, a lower space of the lower portion of the aggregate 110 leaves a space for the adhesive slurry 12 to sink when it is allowed to sink, so as to prevent the adhesive slurry 12 from flowing to the upper layer 1 and supporting the cured water-permeable layer 11 A thin layer of the adhesive slurry 12 is formed to affect the function of the water-permeable and venting of the support curing water-permeable layer 11, thereby overcoming the formation of the conventional cement slurry or other conventional adhesive slurry 12 between the ground layer 1 and the aggregate. The thin layer makes the artificial sports field unable to pass through and exhaust.

In this embodiment, the adhesive slurry 12 can adjust the twist to the workability of the construction, but the adhesive slurry 12 of the twist is not easy to flow, and the spray is applied to the above-mentioned application mode by using the air pump. Spraying on the aggregate can prevent the adhesive slurry 12 from flowing down between the upper layer 1 and the aggregate, so that a thin layer of the adhesive slurry 12 is not formed, and the artificial sports field and the supporting curing transparent layer thereof have Excellent water and exhaust.

In this embodiment, the construction method (D) wherein the mixing machine is sprayed with mechanical tweezers or artificially turning the aggregate up and down to facilitate adhesion of the slurry 12 or the cement slurry to the aggregate;

In the present embodiment, the construction method (E) in which the flattening system flattens the uneven ground with a flattening ruler, and then flattened with a steel plate or a rolling equipment.

Thereby, compared with the conventional application, the invention has the effects of good water permeability and exhausting, and can quickly guide the rainstorm and flooding to the original soil layer or other drainage system, and reuse the recovered and recyclable gravel. It saves materials and construction costs and avoids the consumption of energy. It has carbon reduction and energy saving effects. It provides users with comfortable sports track and stadium, and it will not cause environmental pollution. It can reduce the temperature of sports places or schools and meet the concept of environmental protection.

Preferably, at the same time, according to the artificial sports field, the drainage direction of the solidified water-permeable layer 11 is supported, and a water discharge gradient (not shown) is applied to increase the discharge speed of the accumulated water.

In the embodiment of the present invention (please refer to Figures 4 and 5), the above ground layer 1 comprises a raw soil layer 1A or a gravel water filter layer 1B or a red brick powder layer or a gravel water filter layer 1B and a raw soil layer 1A. Any of the combinations.

If the above-mentioned ground layer 1 is the original soil layer 1A, the original ground soil in the area where the artificial sports field of the runway of the present invention is to be laid must be firstly leveled according to the design elevation, and then compacted by a rolling machine. The density of the original one must be pressed to the original soil layer 1A which is more than 95%.

Please also refer to Figures 2 and 3, one embodiment of the present invention, the construction method described above, the aggregate 110 comprises: recycled and reclaimable gravel or grit or sand, non-toxic waste gravel, recycled concrete gravel Any one of them is laid on the upper layer 1 of the ground, and is smashed with the implement, and the aggregate of the gravel or the gravel or the sand is sprayed with water, so that the water molecules wet the aggregate 110 for construction; and spray one quickly. The adhesive slurry 12 is applied to the rammed recovered and reclaimable gravel or grit or sand, and the adhesive slurry 12 is solidified in combination with the recovered and reclaimed gravel or the gravel or the grit between the grit and recovered. And the remaining gaps between the recyclable gravel or the clear gravel or the sand particles form a plurality of pores 114, and the water-permeable and exhaust-permeable support curing water-permeable layer 11 of the present invention is completed.

The recovered and recyclable aggregate is selected from any one of recycled concrete gravel, various non-toxic waste gravel, or partially or wholly bonded with an adhesive slurry 12, which is used for curing the water permeable layer 11 Adhesive slurry 12 comprises cement slurry, cement mortar, porous concrete, mixture of cement slurry and resin, mixture of cement slurry and resin and seaweed powder, mixture of cement mortar and resin, mixture of cement mortar and resin and seaweed powder, cement Any of a mixture of pulp and seaweed powder, a mixture of cement mortar and seaweed powder, a polyurethane resin (POLYURETHANE), a melted acrylic paste or a hot melt asphalt for use in the present embodiment, for example, most of the recovery And recyclable gravel or gravel or sand or gravel lap joints are combined and solidified, and the recovered and reclaimed gravel or clear gravel or the remaining pores between the gravel or gravel can be drained.

The foregoing adhesive slurry 12 is made of cement slurry or cement mortar, wherein the added moisture is to make the cement slurry or cement mortar have a proper consistency, and is combined with the recovered and reclaimable gravel or clear gravel or sand. Combined with solidification, the recovered and reclaimed gravel or clear gravel or the remaining pores between the sand can be drained and the cost is low.

The porous concrete system is a semi-dry concrete structure, which has less water to be mixed than the general concrete, but the retarding time is lengthened to facilitate the combination of the recovered and reclaimable gravel or The gravel or sand lap joint combines solidification, and the recovered and reclaimed gravel or clear gravel or the remaining pores between the sand can be drained and the cost is low.

Compared with the construction restrictions and inconvenience caused by the early initial solidification of cement or concrete, the cement sand will have a suitable viscosity with resin, melted acrylic or hot melt asphalt, and its initial setting and solidification time are better. Long, the time delay of the on-site construction procedure can be combined and overcome, and can be the excellent adhesive slurry 12 of the present invention; the mixture of cement slurry and resin, the mixture of cement slurry and resin and seaweed powder, the mixture of cement mortar and resin a mixture of cement mortar and resin and seaweed powder, a mixture of cement slurry and seaweed powder, a mixture of cement mortar and seaweed powder, and a water-permeable hole 114 can be formed between the recovered and reclaimed gravel or the gravel or the sand. The invention relates to the mixing of water and resin or seaweed powder, and the general cement mortar belongs to a semi-dry mixed state, wherein the resin or seaweed powder can be mixed to delay the initial setting time of the cement slurry or cement mortar, and control the appropriate consistency. In combination with the aggregates 110, in this embodiment, for example, recycled and reclaimable gravel or grit or sand lap joints are solidified, this time Between gravel and recycled sand or gravel or clear the remaining apertures can be drained, and low cost.

The adhesive slurry 12 of the present invention is easy to be sprayed on the aggregates 110 in the present embodiment such as recycled and reclaimable gravel or clear gravel or grit, and the fluidity is controlled so that the implement can be ejected, and the appropriate dry shrinkage bonding is carried out. The recovered and reclaimable gravel or gravel or grit lap joints, and the recovered and reclaimable gravel or grit or other remaining pores 114 between the grit are not covered by the adhesive slurry 12, forming an excellent The drainage hole is fast and simple, and can save a lot of time and cost.

The method (A), (B), (C) can be selected one time or repeated times, and correspondingly one or more sprays of the adhesive slurry 12 on part or all of the aggregate, The solidified water-permeable layer is supported by a multi-layered repetitive structure to support the curing and permeable layer of various requirements.

Please refer to FIG. 6 at the same time. According to an embodiment of the present invention, the sand layer or the gravel layer 13 of the sand or mountain soil is further laid on the upper layer 1 and leveled according to the design thickness. a crushed stone grading layer or a clear gravel layer 13 which is bonded to the underside of the supporting solidified water permeable layer 11 via the tamping upper side, and can withstand the vehicle, etc. in the present invention. The heavy weight of the larger weight is used to prevent the function of the permeable structure composed of the whole of the invention from being damaged by external force and to impair the drainage function.

The water permeable surface layer 15 combined with the upper side of the present invention reaches the soil layer 1A (the ground layer 1) through the support curing water permeable layer 11 of the present invention to smoothly drain, and the water inside the invention is relatively affected by the radiation sunshine or the ground temperature. The water vapor can be evaporated out through the reverse direction, and water is prevented from accumulating inside the water permeable surface layer 15. After the sun exposure, the water vapor expansion and embrittlement or deformation of the structure itself is caused.

Referring to FIG. 7 , the present invention further integrates the soil layer 1A or the support curing water-permeable layer 11 and the gravel grading layer 13 with at least one permeable drain pipe 17 or a blind tube having a plurality of pores on the surface thereof. 171, for quickly guiding a huge storm, flooding to a drainage system 18; therefore, in the present embodiment and the illustration, the permeable pipe 17 is combined with the interior of the gravel grading layer or the gravel layer 13, Rainwater or the like is directed to a drainage system 18 or drained to the original soil layer, thereby increasing the displacement and drainage rate.

Referring to FIG. 8 , another embodiment of the present invention, below the artificial runway of the present invention is an underground building 3 having a concrete layer 4 above the roof of the underground building 3 that is impervious to water. Therefore, the present invention The original soil layer 1A generally used in the above-ground layer 1 is replaced by a gravel water layer 1B, and the gravel water layer 1B is laid on the upper side of the concrete layer 4 above the underground building 3, the gravel water layer The sides of 1B extend to the original soil layer, so that the water permeated by the present invention can be guided from the gravel water filter layer 1B to the original soil layer on both sides or around the artificial sports field.

The upper side of the gravel water filter layer 1B is further combined with a raw soil layer 1A for increasing the artificial sports field elevation of the present invention to meet the needs of the local height and increasing the drainage path; The permeable drain pipe 17 may be used and embedded in the gravel water filter layer 1B or the raw soil layer 1A or the support solidified water permeable layer 11, the gravel grading layer or the gravel layer 13, and the artificial sports field may be used. The accumulated water is drained to the original soil layer 1A or a drainage system 18 by the permeable drain pipe 17 to solve the problem that the artificial sports field above the building cannot be drained. The operation steps and structures, and the effects produced are completely the same as those of the foregoing embodiments.

The first support curing layer 10 is laid in the artificial sports field, and the distance and the floor area are wide. In order to avoid the change or crack of the earthquake and the heat shrinkage stress, the support curing layer 11 can be further applied. A plurality of expansion joints are used to avoid deformation or cracking, and the expansion joints are the same as those of general construction projects and will not be described again.

Thereby, the artificial sports field completed by the environmentally permeable and ventilated artificial sports field of the green building and the supporting solidified permeable layer construction method form a water permeable and exhausting function, and the fluid moisture of the surface of the artificial sports field can be introduced into the original soil layer of the upper ground layer for absorption. Drainage or drainage to a drainage system, which is different from the defects of the basic environmental pollution such as water impervious and asphalt concrete used in the conventional artificial sports field; the invention has good permeable and exhausting effects, and is reused by recycling and reclaimable gravel It can save material and construction costs and avoid energy consumption. It has carbon reduction and energy saving effect, provides users with comfortable sports track, and does not cause environmental pollution. It conforms to environmental protection concepts and improves the conventional asphalt concrete or reinforced concrete. Imperfections in imperviousness and environmental pollution.

The detailed description of the preferred embodiments of the present invention is intended to be limited to the scope of the invention, and is not intended to limit the scope of the invention. The patent scope of this case.

However, the present invention can solve the drawbacks of the conventional use, does not cause the problem of causing groundwater layer pollution, conforms to the concept of green energy and environmental protection, and reuses the environmentally-friendly recyclables, and can provide better water permeability and exhaust. In addition to energy conservation and carbon reduction, it can reduce the outdoor temperature of sports venues or schools, enhance the use value and function of artificial sports fields, promote the development of the industry, fully comply with the statutory invention patent requirements, and apply for it according to law. You are requested to approve the invention patent application. The case, invented by Li Xin, to the sense of virtue.

1. . . Above ground

11. . . Support curing layer

110. . . Aggregate

114. . . Porosity

12. . . Adhesive

13. . . Gravel grade or clear gravel

15. . . Permeable surface layer

17. . . Drainage pipe

171. . . Porosity

18. . . Drainage system

1A. . . Original soil layer

1B. . . Crushed stone drainage layer

3. . . Underground building

4. . . Concrete layer

1 is an enlarged schematic cross-sectional view showing a ramming structure of a green building environmentally-permeable, ventilated artificial sports field and a supporting solidified permeable layer construction method according to the present invention.

2 is an enlarged schematic cross-sectional view showing a green material sprayable adhesive of a green building environmentally-permeable, ventilated artificial sports field and a supporting curing permeable layer thereof according to the present invention.

Fig. 3 is an enlarged schematic cross-sectional view showing the mixing of the aggregate and the sprinkling agent of the green building environmentally-permeable, ventilated artificial sports field and the method for supporting the cured water-permeable layer according to the present invention.

Figure 4 is a schematic cross-sectional view showing still another embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field and a supporting curing layer thereof.

Fig. 5 is a schematic view showing the construction steps of an embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field and a supporting curing permeable layer construction method thereof.

Figure 6 is a schematic cross-sectional view showing another embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field and a supporting curing layer thereof.

Figure 7 is a schematic cross-sectional view showing an embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field and a supporting curing permeable layer construction method thereof.

Figure 8 is a schematic cross-sectional view showing another embodiment of a runway made by a green building environmentally-permeable, ventilated artificial sports field and a supporting curing permeable layer construction method thereof.

11. . . Support curing layer

110. . . Aggregate

114. . . Porosity

12. . . Adhesive

Claims (15)

The invention relates to a green building environmentally-permeable water-permeable, exhaust artificial sports field and a construction method thereof for supporting the cured water-permeable layer. The construction method of the invention comprises: (A) laying the aggregate material on an upper layer; (B) spraying the aggregate material to wet the water molecules. (C) spraying the slurry on the aggregate; (D) mixing the aggregate with the adhesive slurry on the ground layer, and the adhesive slurry is combined with water molecules to uniformly adhere to the surface of the aggregate; E) flattening the above-mentioned mixed bone material; thereby, after the adhesive slurry is dried, the aggregate overlap is solidified, and the remaining pores between the aggregates can be permeable to water and exhaust, and the support is cured and permeable. Floor. The method for constructing a green building environmentally-permeable, ventilated artificial sports field and a supporting curing and permeable layer thereof according to the first aspect of the patent application scope, wherein the method (B) sprays the aggregate material to make the water molecules wet the aggregate material, and The method (C) sprays the slurry on the aggregate, the aggregate does not absorb the moisture in the adhesive slurry, has a good working degree, and the adhesive slurry can be retarded. The invention relates to a green building environmentally-permeable and ventilated artificial sports field and a supporting and curing water-permeable layer construction method thereof according to claim 1, wherein the adhesive slurry is sprayed on the upper part of the aggregate, and the middle layer and the lower layer of the aggregate Part of the height is left to allow the adhesive to sink when it sinks. The invention relates to a green building environmentally-permeable and ventilated artificial sports field and a supporting and curing water-permeable layer construction method thereof according to claim 1, wherein the adhesive slurry is sprayed on the upper layer and the middle portion of the aggregate, and the lower layer of the aggregate Part of the height is left to allow the adhesive to sink when it sinks. The method for constructing a green building environmentally-permeable, ventilated artificial sports field and a supporting curing and permeable layer thereof according to any one of claims 1 to 4, wherein the method (A), (B), (C) The manner of application can be selected once or repeatedly, the bone material is repeatedly laid, and the adhesive slurry is sprayed on the part or all of the aggregate one or more times to complete the support to cure the water-permeable layer. The invention relates to a green building environmentally-permeable and ventilated artificial sports field and a supporting curing and permeable layer construction method thereof according to any one of claims 1 to 4, wherein the adhesive slurry can adjust the twist to the work that can be constructed. Degree, but the adhesive slurry of the twist is not easy to flow, spray it on the aggregate, and it can prevent the adhesive slurry from flowing down between the upper layer 1 and the aggregate, so that a thin layer of adhesive slurry is not formed. . The invention relates to a green building environmentally-permeable and ventilated artificial sports field and a supporting and solidified water-permeable layer construction method thereof according to any one of claims 6 to 6, wherein the construction method (D) wherein the mixing system is used after spraying The artificial or mechanical tweezers turn the aggregate up and down to facilitate the adhesion of the slurry or cement slurry to the aggregate. According to the sixth aspect of the patent application, a green building environmentally-permeable, ventilated artificial sports field and a construction method thereof supporting the cured water-permeable layer, wherein the construction method (E) wherein the flattening ruler is uneven The ground is leveled and then flattened with steel or rolling equipment depending on the slope. The method for constructing a green building environmentally-permeable, ventilated artificial sports field and a supporting curing and permeable layer thereof according to the first aspect of the patent application scope, wherein the ground layer comprises a raw soil layer or a gravel water filter layer or a red brick powder layer or The original soil layer is combined with a combination of gravel drainage layers. The invention relates to a green building environmentally-permeable and ventilated artificial sports field and a supporting and curing water-permeable layer construction method thereof according to the sixth aspect of the patent application scope, wherein the upper side of the support curing water-permeable layer is further combined with a water-permeable surface layer. According to the sixth aspect of the patent application, a green building environmentally-permeable, ventilated artificial sports field and a supporting solidified permeable layer construction method thereof, wherein a gravel-grade layer or a gravel layer is further disposed above the upper layer of the ground, The upper side of the gravel grade or clear gravel layer is bonded to the support to cure the water permeable layer. According to claim 11, the green building environmentally-permeable, ventilated artificial sports field and the supporting solidified permeable layer construction method thereof are further combined with any one of the gravel grade layer or the clear gravel layer. At least one venting pipe or a blind pipe. According to the invention of claim 9, the green building environmentally-permeable and ventilated artificial sports field and the supporting curing and permeable layer construction method thereof, wherein the supporting solidified permeable layer, the original soil layer and the gravel drainage layer are further One layer, combined with at least one permeable drain or a blind tube. The method for constructing a green building environmentally-permeable, ventilated artificial sports field and a supporting curing and permeable layer thereof according to any one of claims 6 to 6, wherein the adhesive slurry used for supporting the cured water-permeable layer comprises cement slurry, Cement mortar, porous concrete, mixture of cement slurry and resin, mixture of cement slurry and resin and seaweed powder, mixture of cement mortar and resin, mixture of cement mortar and resin and seaweed powder, mixture of cement slurry and seaweed powder, cement Any of a mixture of mortar and seaweed powder, a polyurethane resin, a melted acrylic or a hot melt asphalt. The invention relates to a green building environmentally-permeable and ventilated artificial sports field and a supporting curing and permeable layer construction method thereof according to any one of the claims, wherein the aggregate comprises recycled and recyclable aggregates, clear gravel or Sand grain.