CN211172084U - Lateral drainage structure of sinking courtyard of foreign-style house - Google Patents
Lateral drainage structure of sinking courtyard of foreign-style house Download PDFInfo
- Publication number
- CN211172084U CN211172084U CN201920727423.1U CN201920727423U CN211172084U CN 211172084 U CN211172084 U CN 211172084U CN 201920727423 U CN201920727423 U CN 201920727423U CN 211172084 U CN211172084 U CN 211172084U
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- Prior art keywords
- sinking
- courtyard
- drain pipe
- underground
- sinking courtyard
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000010410 layer Substances 0.000 claims description 8
- 239000002689 soil Substances 0.000 claims description 8
- 239000011241 protective layer Substances 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000000779 smoke Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A lateral drainage structure of a sinking courtyard of a foreign house belongs to the technical field of buildings and solves the problem that in the prior art, a sump is arranged in the sinking courtyard, the sump is connected with a drain pipe, the clear height of a parking lot under the bottom plate of the sinking courtyard is influenced, the space of a local underground garage cannot be used and the cost is wasted, and the lateral drainage structure is characterized in that an enclosure wall of the sinking courtyard is formed by an underground retaining wall and the structure wall of the sinking courtyard, a drain pipe installation hole is reserved on the enclosure wall of the sinking courtyard, a drain pipe is installed in the reserved drain pipe installation hole, a lateral drainage rainwater hopper is installed corresponding to an inlet of the drain pipe, a building structure is arranged on the bottom plate of the sinking courtyard, the slope is found by the lateral drainage rainwater hopper, the water of the sinking courtyard is collected into the lateral drainage rainwater hopper and is drained out of the basement and the structure wall direction of the sinking courtyard through the drain pipe, the net height of the parking lot under the sinking small yard plate of the ocean room is also improved, and the purposes of not increasing the manufacturing cost and not generating cost waste are achieved.
Description
Technical Field
The utility model belongs to the technical field of the building, in particular to can improve the parking area net height under the courtyard bottom plate that sinks of foreign-style house, not increase a courtyard side direction drainage structures that sinks of foreign-style house again of underground parking area cost.
Background
In the prior art, when the overground building is a foreign house and a sinking courtyard exists, the elevation of the sinking courtyard of the foreign house only considers the relation with the indoor space, and does not consider the relation with the top plate of the garage; the height difference between the top plate of the underground garage and the bottom plate of the sinking courtyard of the foreign house is not limited by the height difference, a water collecting pit is formed in the sinking courtyard, the side surface or the bottom surface of the water collecting pit is connected with a drain pipe, the drain pipe is transferred to the nearest structural wall or beam and is discharged out of the garage along the direction of the structural wall or beam, and the net height of the parking lot under the bottom plate of the sinking courtyard is seriously influenced due to the fact that the water collecting pit and the drain pipe occupy the height of the underground garage, so that the height of the underground garage layer is increased if the space under the bottom plate of the sinking courtyard is used normally; if the height of the underground garage layer is tense and cannot be heightened, the space of a local underground garage cannot be used, and the cost is wasted.
In the prior art, a sinking courtyard is arranged in an underground garage, the sinking courtyard is connected with the sinking courtyard through a drainage structure arranged on a top plate, water in the earth covering of the top plate of the underground garage is directly drained to the sinking courtyard through the drainage structure, the sinking courtyard is not used as a bottom plate, and the water is directly drained through underground soil, for example, the drainage structure is arranged at the top part of the underground garage as the utility model with application number 201220443939.1, at least one sinking courtyard is arranged in the underground garage, the drainage structure is communicated with the sinking courtyard to achieve the effect of natural drainage, the utility model solves the problem that the underground garage is made into a large-bottom plate form, namely, under the condition that the underground garage is connected with a building into a whole, the top plate and surface water are treated, the top plate of the underground garage can be conveniently, simply and quickly treated, but the excavation area of the underground garage is enlarged in a shape-free, high requirements are also put on drainage facilities, the drainage facilities need to be filtered, only water in the covering soil is drained, the soil in the covering soil layer is prevented from being brought into a drainage pipe and drained out, the underground water level cannot be higher than the bottom plate of the underground parking garage, otherwise, a water pool is formed in the sunken courtyard; in addition, the sinking courtyards are not the same type as the utility model, and the sinking courtyards only perform ventilation, smoke exhaust and water drainage of the garage; the utility model relates to a drainage structure when the overground building is a foreign house and has a sinking courtyard.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problem, overcome prior art weak point and defect, provide on the ground the building for the foreign-style house and when having the small courtyard that sinks, both can improve the clear height in parking area under the small courtyard bottom plate that sinks, do not increase the small courtyard lateral drainage structure that sinks of the cost in underground parking area again.
The technical proposal adopted by the utility model comprises a sinking courtyard bottom plate, a sinking courtyard structure wall, an underground garage top plate and an underground retaining wall, the upper surface of the top plate of the underground garage and the outer surface of the underground retaining wall are covered with soil layers, the underground retaining wall and the sinking small yard structure wall form a wall of the sinking small yard, a waterproof and protective layer is normally arranged on the enclosing wall of the sinking courtyard, the top surface of the bottom plate of the sinking courtyard is lower than the bottom surface of the top plate of the underground garage, the height difference is more than or equal to 300mm, a drain pipe mounting hole is reserved on the enclosing wall of the sinking courtyard, a drain pipe is arranged in the reserved drain pipe mounting hole, the side drainage rainwater hopper is installed corresponding to the entrance of the drainage pipe, a building structure is made on the bottom plate of the sinking courtyard, the side drainage rainwater hopper is used for finding a slope, water of the sinking courtyard is collected into the side drainage rainwater hopper, and the water is drained out of the ground warehouse along the basement and the structural wall direction of the sinking courtyard through the drainage pipe.
After the underground retaining wall goes out of the ground and meets the waterproof height, a safety protection railing is installed.
Compared with the prior art, the utility model has the advantages that the height difference between the top plate of the underground garage and the bottom plate of the sinking courtyard of the foreign house is utilized, the enclosing wall of the sinking courtyard is formed by the underground retaining wall and the structural wall of the sinking courtyard, the enclosing wall of the sinking courtyard is reserved with the drain pipe installing hole, the drain pipe is arranged in the reserved drain pipe installing hole, the side drainage hopper is arranged corresponding to the inlet of the drain pipe, the building structure is made on the bottom plate of the sinking courtyard, the side drainage hopper is used for finding the slope, the water of the sinking courtyard is collected into the side drainage hopper, the water is discharged out of the ground warehouse along the direction of the basement and the structural wall of the sinking courtyard through the drain pipe, thereby the problem that the water collecting pit is made in the sinking courtyard, the drain pipe is connected in the water collecting pit, the problem that the height of the underground garage is occupied and the net height of the underground garage under the bottom plate of the sinking courtyard is influenced is solved, thereby achieving the purposes of not increasing the manufacturing cost and not generating cost waste.
Adopt the utility model discloses a drainage structures, the bottom surface of underground garage roof and the foreign-style house fall the difference in height between the courtyard bottom plate top surface and should more than or equal to 300mm to satisfy the installation demand of rainwater fill.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
In the figure:
1. the side-discharge rainwater hopper is arranged on the side,
2. the bottom plate of the small yard is sunk,
3. the structure wall of the small yard is sunk,
4. a top plate of the underground garage is provided,
5. the safety protection guardrail is characterized in that a safety protection guardrail,
6. an underground retaining wall is arranged on the wall body,
7. the small house is sunk, and the water-saving device,
8. an underground garage is arranged in the garage,
9. a water discharge pipe is arranged at the upper part of the water tank,
10. a soil-covering layer is arranged on the soil layer,
11. a water-proof and protective layer, a protective layer,
H. and (4) height difference.
Detailed Description
As shown in fig. 1, the utility model adopts the technical scheme that the underground garage comprises a sinking courtyard bottom plate 2, a sinking courtyard structure wall 3, an underground garage top plate 4, an underground retaining wall 6 and an underground garage 8, wherein soil covering layers 10 are arranged on the underground garage top plate 4 and outside the underground retaining wall 6, the underground retaining wall 6 and the sinking courtyard structure wall 3 form an enclosure wall of the sinking courtyard 7, waterproof and protective layers 11 are normally arranged on the enclosure wall of the sinking courtyard 7 and on the sinking courtyard bottom plate 2, and the safety protective railing 5 is arranged after the underground retaining wall 6 goes out of the ground and meets the waterproof height; the top surface of the sinking courtyard bottom plate 2 is lower than the bottom surface of the underground garage top plate 4, the height difference H is more than or equal to 300mm, a drain pipe mounting hole is reserved on the enclosing wall of the sinking courtyard 7, a drain pipe 9 is installed in the reserved drain pipe mounting hole, a side drainage rainwater hopper 1 is installed corresponding to the inlet of the drain pipe 9, a building structure is made on the sinking courtyard bottom plate 2, the side drainage rainwater hopper 1 is used for finding a slope, water of the sinking courtyard 7 is collected into the side drainage rainwater hopper 1, the water is discharged out of the basement and the sinking courtyard structure wall 3 direction through the drain pipe 9, and therefore a water collecting pit is formed in the sinking courtyard, the water discharging form affecting the net height of the underground garage under the sinking courtyard bottom plate is formed by connecting the drainage pipes in the water collecting pit, the net height of the parking lot under the sinking courtyard is improved, the aim of increasing the manufacturing cost.
Claims (2)
1. The utility model provides a foreign-style house side direction drainage structures that sinks, includes that the institute of sinking bottom plate (2), the institute of sinking structure wall (3), underground garage roof (4) and underground retaining wall (6), the above-mentioned of underground garage roof (4) and the outside of underground retaining wall (6) are soil covering layer (10), by underground retaining wall (6) and the institute of sinking structure wall (3) constitute the enclosure of the institute of sinking (7), normally do on the enclosure of the institute of sinking (7) waterproof and protective layer (11), its characterized in that, the top surface of the institute of sinking bottom plate (2) is less than the bottom surface of underground garage roof (4), and its difference in height (H) more than or equal to 300mm leave the drain pipe mounting hole on the enclosure of the institute of sinking (7) in advance to reserve and install drain pipe (9), and side row rainwater fill (1) are installed to the entry that corresponds drain pipe (9), building structures are made on the bottom plate (2) of the sinking courtyard, the side drainage rainwater hoppers (1) are used for finding slopes, water of the sinking courtyard (7) is collected into the side drainage rainwater hoppers (1), and the water is drained out of the basement and the sinking courtyard structure wall (3) through the drain pipe (9).
2. The lateral drainage structure of a sinking courtyard of a foreign house according to claim 1, characterized in that the safety guard rail (5) is installed after the underground retaining wall (6) goes out of the ground to meet the waterproof height.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920727423.1U CN211172084U (en) | 2019-05-21 | 2019-05-21 | Lateral drainage structure of sinking courtyard of foreign-style house |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920727423.1U CN211172084U (en) | 2019-05-21 | 2019-05-21 | Lateral drainage structure of sinking courtyard of foreign-style house |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211172084U true CN211172084U (en) | 2020-08-04 |
Family
ID=71810099
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920727423.1U Expired - Fee Related CN211172084U (en) | 2019-05-21 | 2019-05-21 | Lateral drainage structure of sinking courtyard of foreign-style house |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211172084U (en) |
-
2019
- 2019-05-21 CN CN201920727423.1U patent/CN211172084U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 110168 No. 18-10, Xuecheng Road, Hunnan District, Shenyang City, Liaoning Province (301) Patentee after: Huayu Architectural Design Co.,Ltd. Address before: 110168 gate 12, No. 6-9, Xuecheng Road, Dongling District, Shenyang City, Liaoning Province Patentee before: SHENYANG HUAYU ARCHITECTURAL DESIGN CO.,LTD. |
|
CP03 | Change of name, title or address | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200804 |