Anti-seepage structure for bottom plate of deep basement
By setting up buried blind ditches and drainage pipes on the filling layer of the deep basement floor, combined with the gravel filter layer and geotextile, the problem of water leakage in the deep basement floor is solved, and the safe and normal use of the basement is achieved.
Patent Information
- Application Number
- CN202421984537.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-15
- Publication Date
- 2025-05-27
- Estimated Expiration
- 2034-08-15
AI Technical Summary
The deep basement floor is prone to leakage during construction, which affects the normal use and structural safety of the basement.
A deep basement floor anti-learn structure is adopted, including a clay compaction layer, a waterproof layer, a filling layer and a building concrete layer. By setting up buried blind ditches and drainage pipes on the filling layer, combined with a gravel filter layer and geotextile, water collection and drainage are achieved.
It effectively reduces the risk of water leakage in the basement, enhances waterproofing capabilities, reduces maintenance and maintenance costs, and improves the use value and safety of the basement.
Smart Images
Figure CN222908902U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction engineering, in particular to a deep basement floor anti-seepage structure. Background Technique
[0002] With the continuous acceleration of the urbanization process, urban construction has also entered a period of rapid development, and various new construction technologies, new methods, new techniques, and new equipment have emerged continuously. However, in the construction of buildings, the problem of water leakage in the deep basement floor is still the key and difficult point in project construction. Even if the waterproof layer has been well prepared before the concrete pouring of the basement floor, due to many reasons such as the high confined water level in the deep basement, it is still impossible to prevent the basement floor from leaking.
[0003] The water leakage in the deep basement floor not only affects the normal use function of the basement, but more importantly, the basement water will seep into the concrete interior, which will corrode the steel bars inside the concrete over time, posing a certain hazard to the structural safety of the basement and making it difficult to ensure the safety and normal parking use of the basement. Content of the Utility Model
[0004] The purpose of the utility model is to provide a deep basement floor anti-seepage structure to solve the problems put forward in the above background technique.
[0005] To achieve the above purpose, the utility model provides the following technical solutions:
[0006] A deep basement floor anti-seepage structure includes a clay tamping layer, a waterproof layer, a filling layer, and a building concrete layer. The waterproof layer is laid on the clay tamping layer, the filling layer is filled and laid on the waterproof layer, a buried blind ditch for water collection is buried in the filling layer. The buried blind ditch is arranged in a ∪-shaped structure with a large top opening. A drain pipe for drainage is arranged inside the buried blind ditch. Gravel filter layers are filled on both sides of the drain pipe inside the buried blind ditch with gravel. A wire mesh plate for support is arranged on the top of the buried blind ditch. The building concrete layer is laid on the filling layer on both sides of the wire mesh plate.
[0007] As a preferred scheme of the utility model, water permeable holes are evenly arranged on the outer circumferential wall of 2 / 3 above the drain pipe.
[0008] As a preferred scheme of the utility model, a geotextile for preventing large particles from entering the inside of the drain pipe is arranged between the water permeable holes on both sides of the drain pipe and the gravel filter layer.
[0009] As a preferred scheme of the utility model, the gravel filter layers on both sides above the drain pipe are arranged in a thirty-degree inclined structure.
[0010] As a preferred solution of the utility model, a building leveling layer is laid on the top of the building concrete layer, drainage ditches are arranged on both sides of the building leveling layer, and the drainage ditches are connected to a catch basin.
[0011] As a preferred solution of the utility model, the drain pipe is connected to the catch basin.
[0012] As a preferred solution of the utility model, the top of the wire mesh plate is on the same horizontal plane as the building concrete layer.
[0013] Compared with the prior art, the beneficial effects of the utility model are as follows:
[0014] Aiming at the problems raised in the background art, this application reduces the risk of basement seepage and leakage, effectively guarantees the safety of basement personnel and equipment; enhances the waterproof ability of the basement and reduces the maintenance and repair costs caused by seepage and leakage; improves the use value and experience of the basement;
[0015] By arranging a buried blind ditch with a drain pipe inside, water permeable holes are opened on the drain pipe, a gravel filter layer is arranged outside the water permeable holes, a geotextile is arranged in the middle, the water collection capacity is extremely strong, the collected water can be quickly drained away, avoiding soil erosion. The bottom of the drain pipe is a non-porous part, which is conducive to the rapid discharge of the collected water and prevents secondary leakage. At the same time, the outside of the drain pipe is wrapped with a geotextile, which can not only ensure that groundwater passes through the gravel filter layer and penetrates through the geotextile into the drain pipe, but also effectively prevent large particles from entering the drain pipe, preventing adverse factors caused by the blockage of the drain pipe and ineffective diversion. By intercepting and filtering the sand and gravel in the flowing water through the gravel filter layer, the occurrence of basement leakage problems can be effectively prevented, ensuring the safety of the basement foundation to the greatest extent, and can also ensure the normal use of the underground parking lot and extend the service life of the underground parking lot. Description of the Drawings
[0016] Figure 1 It is a sectional view of the overall side structure of the utility model;
[0017] Figure 2 It is a schematic diagram of the external structure of the buried blind ditch of the utility model;
[0018] Figure 3 It is a schematic diagram of the structure of the drain pipe of the utility model.
[0019] In the figure: 1, soil compaction layer; 2, waterproof layer; 3, filling layer; 4, building concrete layer; 5, buried blind ditch; 51, drain pipe; 511, water permeable hole; 512, geotextile; 52, gravel filter layer; 53, wire mesh plate. Detailed Embodiment
[0020] Next, in combination with the embodiments of the present utility model, the technical solutions in the embodiments of the present utility model will be clearly and completely described.
[0021] Embodiment
[0022] Please refer to Figures 1 - 3 , the present utility model provides a technical solution: a deep basement floor anti-seepage structure, including a clay compaction layer 1, a waterproof layer 2, a filling layer 3 and a building concrete layer 4. The waterproof layer 2 is laid on the clay compaction layer 1, the filling layer 3 is filled and laid on the waterproof layer 2, and a buried blind ditch 5 for water collection is buried in the filling layer 3. The buried blind ditch 5 is arranged in a ∪-shaped structure with a large opening at the top. A drain pipe 51 for drainage is arranged inside the buried blind ditch 5. Gravel filter layers 52 are filled on both sides of the drain pipe 51 inside the buried blind ditch 5 through gravel. A wire mesh plate 53 for support is arranged at the top of the buried blind ditch 5. The building concrete layer 4 is laid on the filling layer 3 on both sides of the wire mesh plate 53; water permeable holes 511 are uniformly arranged on the outer circumferential wall of 2 / 3 of the upper part of the drain pipe 51; a geotextile 512 for preventing large particles from entering the inside of the drain pipe 51 is arranged between the water permeable holes 511 on both sides of the drain pipe 51 and the gravel filter layer 52; the gravel filter layers 52 on both sides above the drain pipe 51 are arranged in a thirty-degree inclined structure; the drain pipe 51 is connected to a sump; a building leveling layer is laid on the top of the building concrete layer 4, and drainage ditches are arranged on both sides of the building leveling layer. The drainage ditches are connected to the sump; the top of the wire mesh plate 53 is on the same horizontal plane as the building concrete layer 4.
[0023] It should be noted that this application reduces the risk of basement leakage, effectively guarantees the safety of basement personnel and equipment; enhances the waterproof ability of the basement, reduces the maintenance and repair costs caused by leakage; improves the use value and experience of the basement;
[0024] Furthermore, by arranging a drain pipe 51 inside the buried blind ditch 5, water permeable holes 511 are opened on the drain pipe 51, a gravel filter layer 52 is arranged outside the water permeable holes 511, and a geotextile 512 is arranged in the middle. The water collection ability is extremely strong, and the collected water can be quickly drained away, avoiding soil erosion. The bottom of the drain pipe 51 is a non-porous part, which is conducive to the rapid drainage of the collected water and prevents secondary leakage. At the same time, the outside of the drain pipe 51 is wrapped with a geotextile 512, which can not only ensure that groundwater penetrates through the gravel filter layer 52 and the geotextile 512 into the drain pipe, but also effectively prevent large particle objects from entering the drain pipe 51, preventing adverse factors caused by the blockage of the drain pipe 51 and ineffective diversion. By intercepting and filtering the sand and gravel in the flowing water through the gravel filter layer 52, the occurrence of basement leakage problems can be effectively prevented, the safety of the basement foundation can be guaranteed to the greatest extent, the normal use of the underground parking lot can be ensured, and the service life of the underground parking lot can be extended;
[0025] Furthermore, the filling layer 3 is a sand or gravel layer made of a material with a certain thickness. The filling layer 3 forms a protective layer and can also serve as a temporary storage space when water penetrates.
[0026] Furthermore, when the groundwater at the bottom of the soil compaction layer 1 enters the filling layer 3 through the gap between the waterproof layer 2 and the building wall, the drain pipe 51 inside the buried blind ditch 5 on one side of the filling layer 3 cooperates with the gravel filter layer 52 to collect water. The groundwater reaches the gravel filter layer 52 arranged in an inclined structure through the filling layer 3, enters the inside of the drain pipe 51 through the water permeable holes 511 and the geotextile 512 on the drain pipe 51, and the water collected inside the drain pipe 51 is quickly discharged to prevent secondary leakage. At the same time, the outside of the water permeable holes 511 of the drain pipe 51 is wrapped with the geotextile 512, which can not only ensure that the groundwater seeps into the drain pipe 51 through the geotextile 512, but also effectively prevent large particle objects from entering the drain pipe 51, thus avoiding the adverse factors caused by the blockage of the drain pipe 51 and the inability to effectively divert the flow.
[0027] Coarse-grained materials such as broken stones and gravel are filled outside the water permeable holes 511 on both sides of the drain pipe 51, so that a filter layer is arranged between the buried blind ditch 5 and the filling layer 3 for interception and filtration.
[0028] Furthermore, when there is water on the top surface of the building concrete layer 4, the water on the top surface moves down through the building concrete layer 4 to the filling layer 3. The bottom of the filling layer 3 is provided with a waterproof layer 2, and the water is intercepted at the top of the waterproof layer 2. Since there is a buried blind ditch 5 arranged below the filling layer 3, through the buried blind ditch 5 arranged in a ∪-shaped structure with a large top opening and cooperating with the gravel filter layer 52, a drain pipe 51 is arranged inside the buried blind ditch 5, water permeable holes 511 are opened on the drain pipe 51, a gravel filter layer 52 is arranged in the middle outside the water permeable holes 511, and a geotextile 512 is arranged. The water collected on the top of the waterproof layer 2 is collected through the drain pipe 51 and quickly discharged to the catch basin.
[0029] Furthermore, the top of the wire mesh plate 53 is on the same horizontal plane as the building concrete layer 4, and the top of the wire mesh plate 53 is lower than the building leveling layer on the top of the building concrete layer 4. On the one hand, it ensures the normal walking of pedestrians, and on the other hand, the water collected on the top of part of the building leveling layer can be diverted into the inside of the drain pipe 51 at the bottom of the wire mesh plate 53.
[0030] The working process of the utility model:
[0031] In use, a drain pipe 51 is arranged inside the buried blind ditch 5. Water permeable holes 511 are formed in the drain pipe 51. A gravel filter layer 52 is arranged outside the water permeable holes 511, and a geotextile 512 is arranged in the middle. The water collection capacity is extremely strong, and the collected water can be quickly drained away, avoiding soil erosion. The bottom of the drain pipe 51 is a non-porous part, which is conducive to the rapid discharge of the collected water and prevents secondary leakage. At the same time, the outside of the drain pipe 51 is wrapped with a geotextile 512. It can not only ensure that groundwater passes through the gravel filter layer 52 and penetrates through the geotextile 512 into the drain pipe, but also effectively prevent large particles from entering the drain pipe 51, preventing adverse factors caused by the blockage of the drain pipe 51 and ineffective diversion. By intercepting and filtering the sand and gravel in the flowing water through the gravel filter layer 52, the occurrence of basement leakage problems can be effectively prevented, ensuring the safety of the basement foundation to the greatest extent, and also ensuring the normal use of the underground parking lot and extending the service life of the underground parking lot;
[0032] When the groundwater at the bottom of the soil compaction layer 1 enters the filling layer 3 through the gap between the waterproof layer 2 and the building wall, the drain pipe 51 inside the buried blind ditch 5 on one side of the filling layer 3 cooperates with the gravel filter layer 52 to collect water. The groundwater reaches the gravel filter layer 52 arranged in an inclined structure through the filling layer 3, and enters the inside of the drain pipe 51 through the water permeable holes 511 and the geotextile 512 on the drain pipe 51. The water collected inside the drain pipe 51 is quickly discharged to prevent secondary leakage. At the same time, the outside of the water permeable holes 511 of the drain pipe 51 is wrapped with a geotextile 512. It can not only ensure that groundwater penetrates through the geotextile 512 into the drain pipe 51, but also effectively prevent large particles from entering the drain pipe 51, thereby preventing adverse factors caused by the blockage of the drain pipe 51 and ineffective diversion;
[0033] When there is water on the top surface of the building concrete layer 4, the top surface water moves down through the building concrete layer 4 to the filling layer 3. A waterproof layer 2 is arranged at the bottom of the filling layer 3, and the water is intercepted at the top of the waterproof layer 2. Since there is a buried blind ditch 5 arranged below the filling layer 3, through the buried blind ditch 5 arranged in a ∪-shaped structure with a large top opening and cooperating with the gravel filter layer 52, a drain pipe 51 is arranged inside the buried blind ditch 5. Water permeable holes 511 are formed in the drain pipe 51. A gravel filter layer 52 is arranged outside the water permeable holes 511, and a geotextile 512 is arranged in the middle. The water collected at the top of the waterproof layer 2 is collected through the drain pipe 51 and quickly discharged to the catch pit.
[0034] Although the embodiments of the present invention have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A deep basement floor anti-leakage structure, comprising a clay ramming layer (1), a waterproof layer (2), a filling layer (3) and a building concrete layer (4), characterized in that: The waterproof layer (2) is laid on the clay rammed layer (1), the filling layer (3) is filled and laid on the waterproof layer (2), a concealed blind ditch (5) for collecting water is buried on the filling layer (3), the concealed blind ditch (5) is arranged in a ∪-shaped structure with a large top opening, a drainage pipe (51) for drainage is arranged inside the concealed blind ditch (5), gravel filtering layers (52) are filled on both sides of the drainage pipe (51) inside the concealed blind ditch (5), a steel wire mesh plate (53) for support is arranged on the top of the concealed blind ditch (5), and the building concrete layer (4) is laid on the filling layer (3) on both sides of the steel wire mesh plate (53).
2. The anti-leakage structure of the deep basement floor according to claim 1 is characterized by: Water-permeable holes (511) are evenly arranged on the upper 2 / 3 of the outer circumferential wall of the drainage pipe (51).
3. The anti-leakage structure of the deep basement floor according to claim 2 is characterized by: A geotextile (512) for preventing large particles from entering the interior of the drainage pipe (51) is provided between the water permeable holes (511) on both sides of the drainage pipe (51) and the gravel filter layer (52).
4. The anti-leakage structure of the deep basement floor according to claim 1 is characterized by: The gravel filter layers (52) on both sides above the drainage pipe (51) are arranged in a 30-degree inclined structure.
5. The anti-leakage structure of the deep basement floor according to claim 1 is characterized by: A building leveling layer is laid on the top of the building concrete layer (4), and drainage ditches are arranged on both sides of the building leveling layer, and the drainage ditches are connected to the water collection well.
6. The anti-leakage structure of the deep basement floor according to claim 1 is characterized by: The drainage pipe (51) is connected to the water collection well.
7. The anti-leakage structure of the deep basement floor according to claim 1 is characterized by: The top of the wire mesh plate (53) is on the same level as the building concrete layer (4).