Basement drainage ditch drainage structure

Abstract

The utility model relates to the field of construction of basement drainage ditches, in particular to a drainage structure of a basement drainage ditch, which comprises a drainage ditch, a drainage plate, non-woven fabrics and a rubble layer, one side ditch wall of the drainage ditch is attached to a wall body of a basement by a circle, and the rubble layer is arranged outside the other side ditch wall of the drainage ditch. The drainage ditch is connected with the water collecting well, drainage plates are arranged at the bottoms of ditch walls on the two sides of the drainage ditch respectively and are concave-convex drainage plates, round bosses are formed at the bottoms of the drainage plates at intervals, and the drainage plate close to one side of the gravel layer extends from the bottoms of the ditch walls of the drainage ditch to the gravel layer to form an extension section. Non-woven fabric is laid on the outer surface of the ditch wall adjacent to the gravel layer and the top of the extension section of the drainage plate, and the gravel layer is located on the upper portion of the non-woven fabric. The drainage plate is arranged at the bottom of the ditch wall of the drainage ditch, the drainage effect is greatly improved, and the overall reliability and continuity of a drainage system can be guaranteed through the concave-convex drainage plate.

Description

TECHNICAL FIELD

[0001] The utility model relates to the construction field of basement drainage ditch, concretely relates to a basement drainage ditch drainage structure. BACKGROUND

[0002] In the basement engineering, groundwater seeping into the terrace can cause adverse effects on the structure, affecting the normal use of the basement. In order to solve this problem, the existing technology often uses crushed stone as a drainage layer under the basement terrace, so that the seepage water can be discharged to the surrounding drainage ditch in time. At the same time, PVC pipes are pre-buried on the wall of the drainage ditch as a conduit to discharge water. However, this method often appears insufficient drainage capacity and pipe blockage in practical application, resulting in local water accumulation. Therefore, it is necessary to explore and develop more efficient drainage technology to improve the drainage efficiency of the drainage layer and ensure its normal use. UTILITY MODEL CONTENT

[0003] The utility model discloses a basement drainage ditch drainage structure which has good drainage effect and is not prone to blockage, and the following technical scheme is adopted to realize the same:

[0004] A basement drainage ditch drainage structure, which comprises a drainage ditch, a drainage plate, a non-woven fabric and a crushed stone layer. One side of the ditch wall of the drainage ditch is attached to a wall of the basement. The outer part of the other side of the ditch wall of the drainage ditch is provided with a crushed stone layer. The drainage ditch is connected to a water collecting well. The bottom of the two sides of the ditch wall of the drainage ditch is respectively provided with a drainage plate. The drainage plate is a concave-convex drainage plate, and a round convex platform is formed at the bottom thereof in a spaced manner. The drainage plate near the crushed stone layer extends from the bottom of the ditch wall of the drainage ditch to the crushed stone layer to form an extension section. The outer surface of the ditch wall adjacent to the crushed stone layer and the top of the extension section of the drainage plate are paved with a non-woven fabric. The crushed stone layer is located on the upper part of the non-woven fabric.

[0005] Further, the non-woven fabric is made of polyester non-woven fabric, and the paving satisfies ≥100g / m 2 .

[0006] Further, the crushed stone layer is made of graded crushed stone with a maximum particle size of not greater than 30mm.

[0007] Further, the height of the drainage plate is 30mm.

[0008] Further, the length of the extension section of the drainage plate is 200mm.

[0009] Further, the holes on the drainage plate are connected to the drainage ditch and the crushed stone layer, and the end surface of the drainage plate is flush with the ditch wall of the drainage ditch.

[0010] Further, the bottom of the drainage ditch forms a cement mortar leveling layer, and a gap is formed between the two ends of the cement mortar leveling layer and the corresponding side of the drainage plate. The gap is a hydrophobic passage.

[0011] Further, the hydrophobic passage openings on both sides of the cement mortar leveling layer are oppositely inclined.

[0012] Further, the inclined angle of the hydrophobic passage opening is 45°.

[0013] Further, the height of the gravel layer is lower than the height of the gutter wall.

[0014] The utility model discloses the gutter wall bottom setting drainage board of drainage ditch, has improved the drainage effect greatly, avoided the ground surface water problem of the problem that because of hydrophobic not in time, the design of concave-convex drainage board, even if the partial drainage channel of drainage board is blocked, still can effectively guide the seepage water flow into drainage ditch, thereby guarantee the overall reliability and sustainability of drainage system. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 It is cross section view of basement drainage ditch drainage structure in the embodiment.

[0016] Reference signs:

[0017] 1, base layer;2, wall body;3, gutter wall;4, drainage ditch;5, drainage board;6, round boss;7, non-woven fabric;8, gravel layer;9, cement mortar leveling layer;10, hydrophobic passage opening. DETAILED DESCRIPTION

[0018] The technical scheme in the utility model embodiment will be described clearly and completely below with reference to the drawings in the utility model embodiment.

[0019] The embodiment discloses a basement drainage ditch drainage structure, like Figure 1As shown, the drainage ditch 4 is arranged along the wall 2 of the basement, the drainage ditch 4 is connected with the water collecting well, the ditch wall 3 of one side of the drainage ditch 4 is attached to the wall 2 of the basement, and the bottom of each side ditch wall 3 is provided with a drainage plate 5 with a height of 30mm. The drainage plate 5 in the embodiment adopts a drainage plate with concave-convex water permeable holes with a height of 30mm, the bottom of the drainage plate 5 is provided with a circular convex platform 6 at intervals, and the lower part of the drainage plate 5 is a reinforced concrete base layer 1. The outer side of the ditch wall 3 away from the wall 2 is provided with a gravel layer 8, and the height of the gravel layer 8 is lower than the height of the ditch wall 3. In the embodiment, the gravel layer 8 is paved by graded gravel with a maximum particle size of not greater than 30mm, so as to ensure better water permeability. When the drainage plate 5 is arranged, the water permeable holes on the drainage plate 5 are connected with the drainage ditch 4 and the gravel layer 8, one side of the circular convex platform 6 faces downward, so as to facilitate the drainage of water permeated from the gravel layer 8 into the drainage ditch 4, the side end surface of the drainage plate 5 is flush with the ditch wall 3, the drainage plate 5 near the gravel layer 8 extends from the bottom of the ditch wall 3 to form an extended section to the gravel layer 8, the length of the extended section is 200mm, and the extended section extends into the lower part of the gravel layer 8, so as to better drain the water permeated from the gravel layer 8 into the drainage ditch 4. In order to prevent the gravel and impurities in the gravel layer 8 from blocking the drainage channel at the bottom of the drainage plate 5, non-woven fabric 7 is laid on the outer surface of the ditch wall 3 adjacent to the gravel layer 8, the top surface of the extended section of the drainage plate 5, and the surface of the base layer 1 outside the drainage plate 5. The non-woven fabric 7 adopts polyester non-woven fabric, and the laying meets ≥100g / m 2 The gravel layer 8 is located on the upper part of the non-woven fabric 7.

[0020] The bottom of the drainage ditch 4 is formed with a 20mm-thick cement mortar leveling layer 9 by painting, the two ends of the cement mortar leveling layer 9 and the corresponding side drainage plate 5 form a gap, which is used as a hydrophobic channel opening 10, the hydrophobic channel openings 10 on both sides of the cement mortar leveling layer 9 are oblique openings, the inclined directions are opposite, and the inclined angles are 45°, so as to facilitate the cleaning of the sediments in the later period, ensure the long-term effective operation of the drainage system, and make the hydrophobic drainage more efficient.

[0021] Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to the embodiments without departing from the principles and spirits of the utility model, and the scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. A drainage ditch diversion structure for a basement, characterized in that: The system includes a drainage ditch, drainage boards, non-woven fabric, and a gravel layer. One side of the drainage ditch wall is fitted around the basement wall, while the other side of the drainage ditch wall has a gravel layer on its exterior. The drainage ditch is connected to a sump. Drainage boards are installed at the bottom of both sides of the drainage ditch wall. The drainage boards are of a concave-convex type, with round protrusions at intervals at their bottom. The drainage board on the side adjacent to the gravel layer extends from the bottom of the drainage ditch wall towards the gravel layer to form an extension section. Non-woven fabric is laid on the outer surface of the ditch wall adjacent to the gravel layer and on top of the extension section of the drainage board. The gravel layer is located on top of the non-woven fabric.

2. The basement drainage ditch diversion structure according to claim 1, characterized in that: The nonwoven fabric is made of polyester and must meet the requirement of ≥100g / m² during installation. 2 .

3. The basement drainage ditch diversion structure according to claim 1, characterized in that: The crushed stone layer uses graded crushed stone with a maximum particle size of no more than 30 mm.

4. The basement drainage ditch diversion structure according to claim 1, characterized in that: The height of the drainage board is 30mm.

5. The basement drainage ditch diversion structure according to claim 1, characterized in that: The extension section of the drainage board is 200mm long.

6. The basement drainage ditch diversion structure according to claim 1, characterized in that: The holes on the drainage board connect to the drainage ditch and the gravel layer, and the end face of the drainage board is flush with the wall of the drainage ditch.

7. The basement drainage ditch diversion structure according to claim 1, characterized in that: The bottom of the drainage ditch is formed with a cement mortar leveling layer, and gaps are formed between the two ends of the cement mortar leveling layer and the corresponding drainage boards, which are drainage channels.

8. The basement drainage ditch diversion structure according to claim 7, characterized in that: The drainage channels on both sides of the cement mortar leveling layer are inclined openings facing each other.

9. A basement drainage ditch diversion structure according to claim 8, characterized in that: The inclination angle of the drainage channel opening is 45°.

10. A basement drainage ditch diversion structure according to claim 1, characterized in that: The height of the gravel layer is lower than the height of the drainage ditch wall.

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