Grid composite plate dry track construction method
Patent Information
- Authority / Receiving Office
- TW · TW
- Patent Type
- Applications
- Current Assignee / Owner
- 辛文佐
- Filing Date
- 2025-01-20
- Publication Date
- 2026-08-01
AI Technical Summary
Traditional rooftop flooring methods using foamed cement or PS insulation boards with steel mesh and cement are costly, generate waste during repairs, and cause environmental issues due to the need for dismantling and re-laying materials.
A dry track construction method using grid composite panels that combine thermal insulation with high permeability and drainage, allowing for leak repairs without waste generation, involving a waterproof layer, non-woven fabric, grid composite panels, and permeable bricks.
Reduces construction costs, improves convenience, and ensures efficient drainage and insulation while facilitating easy repairs without generating waste.
Smart Images

Figure TWG2TA001069647_001 
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Abstract
Description
[Technical Field]
[0001] This invention relates to a track-type construction method, and more particularly to a grid composite plate dry track construction method that can reduce construction costs and improve construction convenience. [Previous Technology]
[0002] As living standards improve, people’s requirements for living environment are gradually increasing. Therefore, the architectural design of living environment is also relatively important. In architectural design, the design of roof floor is very important. There are many details to pay attention to in the design of roof floor, especially the design of waterproof and heat-insulating floor.
[0003] Currently, the traditional construction method for rooftop flooring is to lay foamed cement. However, foamed cement is a type of inferior cement. After being washed or soaked by rainwater, it is easy to hydrate and form calcium carbonate. The calcium carbonate that has been hydrated will flow into the drain pipe and cause blockage. Furthermore, when repairing leaks in a rooftop floor laid with foamed cement, the foamed cement needs to be removed, resulting in waste and the need for re-laying. This leads to environmental and cost issues.
[0004] Another traditional construction method is to use PS insulation boards with spot-welded steel mesh and cement to complete the roof floor. In addition to the high cost of PS insulation boards and cement, the construction time and cost are also high. Furthermore, when it is necessary to repair leaks, it is necessary to remove the cement and dismantle the steel mesh and PS insulation boards. Therefore, waste will be generated and the work needs to be repaved. There are also environmental and cost issues.
[0005] Therefore, how to improve the above-mentioned deficiencies is the technical difficulty that the inventors of this case want to solve. [Summary of the Invention]
[0006] Therefore, in order to effectively solve the above problems, the main objective of this invention is to provide a grid composite plate dry track construction method that can reduce construction costs and improve construction convenience.
[0007] Another objective of the present invention is to provide a method for constructing dry-track systems using grid composite panels that can combine thermal insulation performance with high permeability and high drainage.
[0008] Another objective of the present invention is to provide a dry track construction method using grid composite panels that facilitates leak repair and avoids waste generation.
[0009] To achieve the above objectives, the present invention provides a method for constructing a dry track using a grid composite panel, comprising the following steps: a waterproof layer is provided on a ground surface, and at least one non-woven fabric layer is provided on the waterproof layer; at least one grid composite panel and at least one grid fixing panel are combined and placed on the non-woven fabric layer; at least two inclined adjustment seats are provided in at least one set of grooves on the grid fixing panel, and a shaft is provided on the inclined adjustment seat, and a track is mounted on the shaft; the relative inclination between the track and the grid fixing panel is adjusted by the relative positions of the shaft and the inclined adjustment seat; dry sand is laid using the inclination of the track, allowing the dry sand to pass through the grid composite panel and the grid fixing panel and be laid on the non-woven fabric layer, and then the dry sand is leveled by passing through the track; and the non-woven fabric layer is folded back and covered on the surface of the dry sand, and a plurality of permeable bricks are laid on the non-woven fabric layer.
[0010] , wherein before the non-woven fabric layer is folded back, a barrier strip is provided on the side of the mesh assembly plate so that the non-woven fabric layer is covered by the barrier strip when it is folded back.
[0011] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, the non-woven fabric layer is folded back and covered on the dry sand surface, and a plurality of permeable bricks are laid on the folded non-woven fabric layer. Then, another non-woven fabric layer is set on the waterproof layer, and another grid combination plate and another grid fixing plate are combined and set on the other non-woven fabric layer and define a drainage channel. The relative slope of the track and the grid fixing plate to the drainage channel is adjusted by the relative setting position between the shaft and the inclined adjustment seat.
[0012] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, after the drainage channel is formed, at least one independent grid plate is provided in the drainage channel, so that the independent grid plate is placed on the waterproof layer, and then a fine net is covered on the independent grid plate.
[0013] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, at least one barrier is provided on the fine grid.
[0014] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, the grid fixing plate has a plurality of fixing ribs formed on the other side of the non-woven fabric layer and the groove is formed between the fixing ribs, and the inclined adjustment seat is accommodated in the groove between the fixing ribs, and the shaft is limited on the inclined adjustment seat by the fixing ribs.
[0015] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, the inclined adjustment seat is accommodated in the groove between the fixed ribs, and the shaft is limited on the inclined adjustment seat by the fixed ribs.
[0016] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, the grid combination plate has a plurality of combined ribs formed on one side of the non-woven fabric layer, and the grid combination plate is disposed on the non-woven fabric layer by the combined ribs.
[0017] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, the grid combination plate has a plurality of side locking holes formed on its side, and the grid fixing plate has a plurality of side locking ribs formed on its side and the side locking holes are arranged together to form the grid combination plate and the grid fixing plate.
[0018] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, the grid combination plate has a plurality of combination holes formed on its side, and the grid combination plates are assembled with at least one assembly to form the combination holes, so that the grid combination plates are assembled with each other. The grid fixing plate has a plurality of fixing holes formed on its side, and the grid fixing plates are assembled with the assembly to form the fixing holes, so that the grid fixing plates are assembled with each other.
[0019] According to one embodiment of the dry track construction method of the grid combination plate of the present invention, a top part is formed above the track, and a scraper is attached to the top part to level the dry sand. [Simplified Explanation of the Diagram]
[0037] Figure 1 is a flowchart of the dry track construction method of the grid combination plate of the present invention.
[0038] Figure 2 is a schematic diagram of the implementation of the grid composite plate dry track construction method of the present invention.
[0039] Figure 3 is a plan view of the assembly of the grid combination plate and the grid fixing plate of the present invention.
[0040] Figure 4 is a schematic diagram of the implementation of the grid composite plate dry track construction method of the present invention.
[0041] Figure 5 is a plan view of the assembly of the grid combination plate, the grid fixing plate and the track of the present invention.
[0042] Figure 6 is a schematic diagram of the assembly of the grid fixing plate and the track of the present invention.
[0043] Figure 7 is a schematic diagram of the implementation of the dry track construction method of the grid combination plate of the present invention.
[0044] Figure 8 is a schematic diagram of the implementation of the grid combination plate dry track construction method of the present invention.
[0045] Figure 9 is a schematic diagram of the implementation of the grid combination plate dry track construction method of the present invention.
[0046] Figure 10 is a schematic diagram of the implementation of the dry track construction method of the grid combination plate of the present invention.
Implementation Method
[0020] The above-mentioned objectives of the present invention and its structural and functional characteristics will be described with reference to the preferred embodiments shown in the accompanying drawings.
[0021] In the following, various applicable examples are listed and described in detail with reference to the accompanying drawings, etc., regarding the structure and technical content of the grid composite plate dry track construction method of the present invention; however, the present invention is of course not limited to the listed embodiments, drawings or detailed descriptions.
[0022] Furthermore, those skilled in the art should understand that the listed embodiments and accompanying drawings are for reference and illustration only and are not intended to limit the present invention; any inventions that can be easily implemented based on the description are also considered to be within the scope of the spirit and intent of the present invention, and of course, such inventions are also included in the scope of the patent application of the present invention.
[0023] Furthermore, the directional terms mentioned in the following embodiments, such as "up," "down," "left," "right," "front," and "back," are only for reference to the directions shown in the accompanying illustrations. Therefore, the directional terms used are for illustrative purposes and not for limiting the present invention; moreover, in the following embodiments, the same or similar elements will be labeled with the same or similar element numbers.
[0024] First, please refer to Figure 1, which is a flowchart of the method for constructing a dry track using a grid composite plate according to the present invention. The method for constructing a dry track using a grid composite plate according to the present invention includes the following steps:
[0025] S1: A waterproof layer is provided on a floor and at least one non-woven fabric layer is provided on the waterproof layer; as shown in Figure 2, a waterproof layer 11 is first covered on the floor 1, wherein the floor 11 in this embodiment is the roof floor, and the waterproof layer 11 is covered on the floor 11, and at least one non-woven fabric layer 12 is also covered on the waterproof layer 11.
[0026] S2: At least one grid combination plate and at least one grid fixing plate are combined and set on the non-woven fabric layer; as shown in Figures 3 and 4, after the waterproof layer 11 is covered on the floor 11 and the non-woven fabric layer 12 is set on the waterproof layer 11, multiple grid combination plates 2 and multiple grid fixing plates 3 are prepared. The grid combination plate 2 and the grid fixing plate 3 are combined with each other. The grid combination plate 2 has a plurality of side locking holes 21 on its side, and the grid fixing plate 3 has a plurality of side locking ribs 31 on its side. The combination between the grid combination plate 2 and the grid fixing plate 3 is achieved by the side locking holes 21 and the side locking ribs 31 being assembled together, so that the grid fixing plate 3 is assembled on the side of the grid combination plate 2.
[0027] Furthermore, a plurality of combination holes 22 are formed on the other two sides of the mesh combination plate 2 opposite to the side card hole 2. The mesh combination plates 2 are assembled with each other by a component 23 between the combination holes 22, so that the mesh combination plates 2 can be assembled with each other. In addition, a plurality of fixing holes 32 are formed on the other two sides of the mesh fixing plate 3 opposite to the side card rib 31. The mesh fixing plates are assembled with each other by the component 23 between the fixing holes 32, so that the mesh fixing plates 3 can be assembled with each other.
[0028] The combined mesh panel 2 and mesh fixing plate 3 are then laid flat on the non-woven fabric layer 12. Incidentally, the mesh panel 2 and the mesh fixing plate 3 can also be first placed on the non-woven fabric layer 12 and then combined with each other.
[0029] S3: At least two inclined adjustment seats are provided in at least one set of grooves on the mesh fixing plate, and a shaft is provided on the inclined adjustment seat. A track is mounted on the shaft. The relative slope of the track and the drainage channel on the mesh fixing plate is adjusted by the relative arrangement position between the shaft and the inclined adjustment seat. As shown in Figures 5 and 6, the combined mesh assembly plate 2 and mesh fixing plate 3 are disposed on the non-woven fabric layer 12, and the mesh fixing plate 3 is relative to the non-woven fabric layer 12. A plurality of fixing ribs 33 are formed on the other side of the fabric layer 12, and at least one set of grooves 34 are formed between the fixing ribs 33 on the mesh fixing plate 3. At least two inclined adjustment seats 35 are provided in the grooves 34, and a shaft 36 is provided on the inclined adjustment seat 35. In this embodiment, two sets of inclined adjustment seats 35 are provided on one side of the mesh fixing plate 2, and two sets of inclined adjustment seats 35 are also provided on the other side. Each inclined adjustment seat 35 passes through the fixing ribs 33, or the inclined... The face adjustment seat 35 can also be housed within the groove 34 between the fixed ribs 33 (not shown in the figure). A shaft 36 spans across the two inclined face adjustment seats 35, and the shaft 36 is arranged perpendicular to the inclined face adjustment seats 35. The shaft 36 is confined to the inclined face adjustment seats 35 by the fixed ribs 33. After the grid fixing plate 3 is provided with two sets of inclined face adjustment seats 35 and two sets of shafts 36, a track 37 can be provided on the two shafts 36, and the track 37 is opposite to... The track 37 is positioned above the groove 34 and has a top end 371. The track 37 is positioned between the two inclined adjustment seats 35. The track 37 is mounted on one side of one shaft 36 and on the other side of another shaft 36. Therefore, the track 37 can be adjusted relative to the grid fixing plate 3 through the shaft 36. The relative inclination of the track 37 to the grid fixing plate 3 is adjusted by the relative position of the track 37 between the shaft 36 and the inclined adjustment seat 35.
[0030] S4: Dry sand is laid using the slope of the track, so that the dry sand passes through the mesh combination plate and the mesh fixing plate and is laid on the non-woven fabric layer, and then the dry sand is leveled through the track; as shown in Figure 7, the track 37 is adjusted by the relative setting position between the shaft 36 and the inclined adjustment seat 35 to adjust the relative slope of the track 37 and the mesh fixing plate 3, and then dry sand 4 can be laid. At the same time as the dry sand 4 is laid, the dry sand 4 covers the mesh combination plate 2, the mesh fixing plate 3, the inclined adjustment seat 35, the shaft 36 and the track 37, and then the dry sand 4 can be leveled by the scraper attached to the top end 371 of the track.
[0031] S5: Fold the non-woven fabric layer back and cover it on the surface of the dry sand, and lay a plurality of permeable bricks on the non-woven fabric layer; as shown in Figure 8, after the dry sand 4 is leveled, the non-woven fabric layer 12 that is not covered by the grid combination plate 2 and the grid fixing plate 3 is folded back. Before the non-woven fabric layer 12 is folded back, a barrier strip 24 is first set on the side of the grid combination plate 2 so that the non-woven fabric layer 12 covers the barrier strip 24 while being folded back, and the folded non-woven fabric layer 12 is covered on the surface of the dry sand 4. The barrier strip 24 can separate and block the dry sand 4. Then, a plurality of permeable bricks 5 are laid on the non-woven fabric layer 12 covered on the surface of the dry sand 4.
[0032] As shown in Figure 9, after completing the above procedure, repeat step S1, and then set another non-woven fabric layer 12 on the waterproof layer 11. The combined mesh assembly plate 2 and mesh fixing plate 3 are then laid flat on the other non-woven fabric layer 12. The relative inclination of the track 37 and the mesh fixing plate 3 is adjusted by the relative setting position between the shaft 36 and the inclined adjustment seat 35, and the dry sand 4 simultaneously covers the mesh assembly plate 2, the mesh fixing plate 3, the inclined adjustment seat 35, the shaft 36, and the track 37. Then, the sand 4 that is not covered by the mesh assembly plate 2 is removed. The non-woven fabric layer 12 covered by the grid fixing plate 3 is folded back and the barrier strip 24 is assembled, so that the folded non-woven fabric layer 12 is covered on the surface of the dry sand 4. Then, a plurality of permeable bricks 5 are laid on the non-woven fabric layer 12 covered on the surface of the dry sand 4. A drainage channel 25 is defined between the folded part of the subsequent non-woven fabric layer 12 and the original non-woven fabric layer 12. The relative slope of the track 37 to the drainage channel 25 on the grid fixing plate 2 is adjusted by the relative setting position between the shaft 36 and the inclined adjustment seat 35.
[0033] As shown in Figure 10, after the drainage channel 25 is formed, at least one independent mesh plate 6 is provided in the drainage channel 25, so that the independent mesh plate 6 is provided on the waterproof layer 11, and a fine mesh 61 is covered on the independent mesh plate 6, and at least one barrier object 62 is provided on the fine mesh 61. The barrier object 62 may be a pebble.
[0034] Thus, the laying of the dry sand 4 simultaneously covers the grid combination plate 2, the grid fixing plate 3, the inclined adjustment seat 35, the shaft 36, and the track 37. The dry sand 4 is also covered with the folded non-woven fabric layer 12, and a plurality of permeable bricks 5 are laid on the folded non-woven fabric layer 12, which can make the floor 11 achieve heat insulation protection. The laying of the dry sand 4 can be adjusted by the track 37 to the relative slope of the grid fixing plate 2 to the drainage channel 25. Through the high permeability of the permeable bricks 5, the drainage can flow smoothly into the drainage channel 25. The drainage channel 25 is also provided with barrier objects 62 and fine mesh 61 to block foreign objects, thereby achieving a high drainage performance and waterproof and heat insulation protection effect.
[0035] Furthermore, the assembly of the grid combination plate 2 and the grid fixing plate 3 achieves modular assembly and construction with a high degree of mechanization, thereby improving construction convenience and reducing construction costs. In addition, the grid combination plate 2, the grid fixing plate 3, and the non-woven fabric layer 12 can restrain the dry sand 4 to prevent the dry sand 4 from collapsing. Moreover, if the waterproof layer 11 of the floor 11 is to be repaired, it is only necessary to remove the objects on the waterproof layer 11 in the reverse direction. After the waterproof layer 11 is repaired, the above steps can be repeated to complete the repair without generating any waste. This achieves the effect of convenient leak repair and avoiding waste generation.
[0036] The present invention has been described in detail above. However, the above description is only a preferred embodiment of the present invention and should not be construed as limiting the scope of the present invention. All equivalent changes and modifications made in accordance with the scope of the present invention should still fall within the patent coverage of the present invention.
Claims
1. A method for constructing a dry track using a grid composite panel, comprising the following steps: providing a waterproof layer on a floor and at least one non-woven fabric layer on the waterproof layer; assembling at least one grid composite panel and at least one grid fixing panel and placing them on the non-woven fabric layer; providing at least two inclined adjustment seats in at least one set of grooves on the grid fixing panel and providing a shaft on the inclined adjustment seat, and mounting a track on the shaft, the track being adjusted by the relative position between the shaft and the inclined adjustment seat. The relative slope of the track and the grid fixing plate; using the slope of the track to lay dry sand, so that the dry sand passes through the grid combination plate and the grid fixing plate and is laid on the non-woven fabric layer, and then the dry sand is leveled through the track; and the non-woven fabric layer is folded back and covered on the surface of the dry sand, and a plurality of permeable bricks are laid on the folded non-woven fabric layer, wherein before the non-woven fabric layer is folded back, a barrier strip is set on the side of the grid combination plate so that the barrier strip is covered when the non-woven fabric layer is folded back.
2. The method for constructing a dry track using a grid combination plate as described in claim 2, wherein a non-woven fabric layer is folded back and covered onto the dry sand surface, and a plurality of permeable bricks are laid on the folded non-woven fabric layer, and another non-woven fabric layer is then placed on the waterproof layer, and another grid combination plate and another grid fixing plate are combined and placed on the other non-woven fabric layer, defining a drainage channel, and the relative slope of the track to the drainage channel on the grid fixing plate is adjusted by the relative setting position between the shaft and the inclined adjustment seat.
3. The dry track construction method of the grid combination plate as described in claim 3, wherein after the drainage channel is formed, at least one independent grid plate is set in the drainage channel, the independent grid plate is set on the waterproof layer, and a fine mesh is covered on the independent grid plate.
4. The dry track construction method of the grid combination plate as described in claim 4, wherein at least one barrier is provided on the fine grid.
5. The dry track construction method of the grid combination plate as described in claim 1, wherein the grid fixing plate has a plurality of fixing ribs formed on the other side of the non-woven fabric layer and the groove is formed between the fixing ribs, and the inclined adjustment seat is accommodated in the groove between the fixing ribs, and the shaft is limited on the inclined adjustment seat by the fixing ribs.
6. The dry track construction method of the grid combination plate as described in claim 1, wherein the grid combination plate has a plurality of combined ribs formed on one side of the non-woven fabric layer, and the grid combination plate is disposed on the non-woven fabric layer by the combined ribs.
7. The dry track construction method of the grid combination plate as described in claim 1, wherein the grid combination plate has a plurality of side locking holes on its side, and the grid fixing plate has a plurality of side locking ribs on its side that are configured with the side locking holes to combine the grid combination plate and the grid fixing plate.
8. The dry track construction method of the grid combination plate as described in claim 8, wherein the grid combination plate has a plurality of combination holes formed on its side, and the grid combination plates are assembled with at least one assembly to form the combination holes, so that the grid combination plates are assembled with each other; and the grid fixing plate has a plurality of fixing holes formed on its side, and the grid fixing plates are assembled with the assembly to form the fixing holes, so that the grid fixing plates are assembled with each other.
9. The dry track construction method of the grid combination plate as described in claim 1, wherein a top portion is formed above the track, and a scraper is attached to the top portion to level the dry sand.