CN112593612A - Existing building peripheral precipitation method - Google Patents
Existing building peripheral precipitation method Download PDFInfo
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- CN112593612A CN112593612A CN202011298309.5A CN202011298309A CN112593612A CN 112593612 A CN112593612 A CN 112593612A CN 202011298309 A CN202011298309 A CN 202011298309A CN 112593612 A CN112593612 A CN 112593612A
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- threaded
- plate
- rod
- fixedly connected
- water inlet
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Structural Engineering (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to the technical field of buildings and discloses an existing building peripheral dewatering method which comprises a ground, wherein a building main body is arranged on the top of the ground, a drainage pool located on the outer side of the building main body is arranged on the top of the ground, an installation frame located between the building main body and the drainage pool is arranged on the top of the ground, a drainage pipeline is arranged on the inner surface of one side, close to the building main body, of the drainage pool, and a water inlet hopper located below the installation frame is fixedly connected to the left end of the drainage pipeline. According to the invention, the servo motor plays a role of effectively controlling the threaded rod to rotate, so that the threaded plate is effectively controlled to move downwards under the limit of the limit rod through the rotation of the threaded rod, and the extrusion plate is pulled by the threaded plate to extrude soil above the water inlet hopper, so that the effect of actively enabling water to enter the drainage pool through the water inlet hopper is achieved, and the effect of improving the peripheral precipitation efficiency and quality of the existing building is achieved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a method for lowering water at the periphery of an existing building.
Background
The method refers to an artificially constructed asset, belongs to the category of fixed assets, and comprises two categories of houses and constructions. A house is an engineered building for people to live, work, study, produce, manage, entertain, store goods, and perform other social activities. The difference from buildings is structures, which refer to engineering buildings other than houses, such as fences, roads, dams, wells, tunnels, water towers, bridges, chimneys, and the like.
With the rapid development of the building field, the requirements for the building field are improved, but the existing building peripheral precipitation is performed through passive soil pressure difference, so that the efficiency and the quality of the existing building peripheral precipitation are low, and the normal safety is greatly influenced.
Disclosure of Invention
The invention aims to solve the defects in the prior art, such as: the existing building peripheral rainfall method is provided, wherein the existing building peripheral rainfall is performed through passive soil pressure difference, so that the efficiency and the quality of the existing building peripheral rainfall are low, and the normal safety is greatly influenced.
In order to achieve the purpose, the invention adopts the following technical scheme:
a method for lowering water in the periphery of an existing building comprises the ground, wherein a building main body is arranged at the top of the ground, a water drainage pool located on the outer side of the building main body is arranged at the top of the ground, an installation frame located between the building main body and the water drainage pool is arranged at the top of the ground, a water drainage pipeline is arranged on the inner surface of one side, close to the building main body, of the water drainage pool, a water inlet hopper located below the installation frame is fixedly connected to the left end of the water drainage pipeline, a servo motor is fixedly connected to the inner surface of the top of the installation frame, a threaded rod is fixedly connected to the output end of the bottom of the servo motor, a threaded plate is in threaded connection with the outer surface of the threaded rod, limiting slide rails are fixedly connected to the inner surfaces of the left side and the right side of the installation frame, the bottom fixedly connected with stripper bar of screw plate, the one end that the stripper bar kept away from the screw plate runs through the installing frame and is provided with the stripper plate that is located the storage tank.
The method comprises the following steps:
1) digging a mounting pit in the space above the water inlet hopper according to the size of the mounting frame;
2) assembling the mounting frame, a servo motor, a drainage pipeline, a threaded rod, a threaded plate, a limiting slide rail, a limiting rod, an extrusion plate and other structures to obtain an active dewatering part;
3) embedding the assembled active dewatering part into an installation pit for later use;
4) a servo motor is started to control the threaded rod to rotate, the threaded rod rotates to enable the threaded plate to move downwards under the limiting of the limiting rod, and then the extrusion plate is effectively controlled to extrude soil above the water inlet hopper downwards through the downward movement of the threaded plate;
5) the effect of carrying out initiative precipitation is reached to the soil of position of intaking when need precipitation, very big promotion holistic precipitation efficiency and quality.
Preferably, the inner surface of the water inlet hopper is a curved surface, and the angle between the inner surface of the water inlet hopper and the vertical surface is between forty-five degrees and one hundred thirty-five degrees.
Preferably, the inner surface of the limiting slide rail is fixedly connected with a sliding-assistant pad, and the outer surface of the limiting rod is fixedly connected with a wear-resistant pad.
Preferably, the connection mode between the extrusion rod and the extrusion plate is a threaded connection.
Preferably, the length of the threaded rod is not less than fifteen centimeters, and the length of the thread on the outer surface of the threaded rod is not less than twelve centimeters.
Compared with the prior art, the invention has the beneficial effects that:
(1) according to the invention, the servo motor plays a role of effectively controlling the threaded rod to rotate, so that the threaded plate is effectively controlled to move downwards under the limit of the limit rod through the rotation of the threaded rod, and the extrusion plate is pulled by the threaded plate to extrude soil above the water inlet hopper, so that the effect of actively enabling water to enter the drainage pool through the water inlet hopper is achieved, and the effect of improving the peripheral precipitation efficiency and quality of the existing building is achieved.
(2) The invention achieves the effect of improving the peripheral rainfall speed of the existing building by actively generating the soil pressure, and further achieves the effect of quickly draining water when flood and torrential rain come by quickly lowering the peripheral rainfall of the existing building, thereby achieving the effect of improving the service life and the safety of the existing building.
Drawings
FIG. 1 is a schematic view of the internal structure of the present invention;
FIG. 2 is an enlarged view of the invention at A in FIG. 1.
In the figure: 1. a ground surface; 2. a building body; 3. a drainage basin; 4. installing a frame; 5. a servo motor; 6. a water discharge pipeline; 7. a water inlet hopper; 8. a threaded rod; 9. a thread plate; 10. a limiting slide rail; 11. a limiting rod; 12. a storage tank; 13. an extrusion stem; 14. and (5) pressing the plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Referring to fig. 1-2, an existing building peripheral precipitation method includes a ground 1, a building body 2 is arranged on the top of the ground 1, a drainage pool 3 located outside the building body 2 is arranged on the top of the ground 1, an installation frame 4 located between the building body 2 and the drainage pool 3 is arranged on the top of the ground 1, a drainage pipeline 6 is arranged on the inner surface of one side, close to the building body 2, of the drainage pool 3, a water inlet hopper 7 located below the installation frame 4 is fixedly connected to the left end of the drainage pipeline 6, the inner surface of the water inlet hopper 7 is a curved surface, an angle between the inner surface of the water inlet hopper 7 and a vertical surface is between forty-five degrees and one hundred thirty-five degrees, a servo motor 5 is fixedly connected to the inner surface of the top of the installation frame 4, a threaded rod 8 is fixedly connected to an output end of the bottom of the servo motor 5, and the, the threaded length of the outer surface of the threaded rod 8 is not less than twelve centimeters, threaded plate 9 is in threaded connection with the outer surface of the threaded rod 8, the inner surfaces of the left side and the right side of the mounting frame 4 are respectively and fixedly connected with a limiting slide rail 10, the left side and the right side of the threaded plate 9 are respectively and slidably connected with the inner surfaces of the limiting slide rails 10 through limiting rods 11, sliding pads are fixedly connected with the inner surfaces of the limiting slide rails 10, wear-resistant pads are fixedly connected with the outer surfaces of the limiting rods 11, storage grooves 12 are formed in the bottom of the mounting frame 4, extrusion rods 13 are fixedly connected with the bottom of the threaded plate 9, one ends, far away from the threaded plate 9, of the extrusion rods 13 penetrate through the mounting frame 4 and are provided with the extrusion plates 14 located in the storage grooves 12, and the connection mode between the.
The method comprises the following steps:
1) digging a mounting pit in the space above the water inlet hopper 7 according to the size of the mounting frame 4;
2) assembling the mounting frame 4, the servo motor 5, the drainage pipeline 6, the threaded rod 8, the threaded plate 9, the limiting slide rail 10, the limiting rod 11, the extrusion rod 13, the extrusion plate 14 and the like to obtain an active water lowering part;
3) embedding the assembled active dewatering part into an installation pit for later use;
4) the servo motor 5 is started to control the threaded rod 8 to rotate, the threaded plate 9 moves downwards under the limiting of the limiting rod 11 due to the rotation of the threaded rod 8, and the extrusion plate 14 is effectively controlled to extrude soil above the water inlet hopper 7 downwards through the downward movement of the threaded plate 9;
5) the effect of carrying out initiative precipitation is reached to the soil of position of intaking when need precipitation, very big promotion holistic precipitation efficiency and quality.
When the device is used by a user, the effect of increasing the peripheral rainfall speed of the existing building is achieved by actively generating the soil pressure, and further the effect of rapidly draining water in the periphery of the existing building when flood and torrential rain come is achieved by rapidly lowering the periphery of the existing building, so that the effects of prolonging the service life of the existing building and improving the safety are achieved.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Claims (5)
1. The existing building peripheral precipitation method comprises a ground (1) and is characterized in that a building main body (2) is arranged at the top of the ground (1), a drainage pool (3) located on the outer side of the building main body (2) is arranged at the top of the ground (1), an installation frame (4) located between the building main body (2) and the drainage pool (3) is arranged at the top of the ground (1), a drainage pipeline (6) is arranged on the inner surface of one side, close to the building main body (2), of the drainage pool (3), a water inlet hopper (7) located below the installation frame (4) is fixedly connected at the left end of the drainage pipeline (6), a servo motor (5) is fixedly connected on the inner surface of the top of the installation frame (4), a threaded rod (8) is fixedly connected at the output end of the bottom of the servo motor (5), and a threaded plate (9) is connected on the outer surface of, the inner surfaces of the left side and the right side of the mounting frame (4) are fixedly connected with limiting slide rails (10), the left side and the right side of the threaded plate (9) are slidably connected onto the inner surfaces of the limiting slide rails (10) through limiting rods (11), the bottom of the mounting frame (4) is provided with a storage groove (12), the bottom of the threaded plate (9) is fixedly connected with an extrusion rod (13), and one end, far away from the threaded plate (9), of the extrusion rod (13) penetrates through the mounting frame (4) and is provided with an extrusion plate (14) located in the storage groove (12);
the method comprises the following steps:
1) digging a mounting pit in the space above the water inlet hopper (7) according to the size of the mounting frame (4);
2) assembling the mounting frame (4), the servo motor (5), the drainage pipeline (6), the threaded rod (8), the threaded plate (9), the limiting slide rail (10), the limiting rod (11), the extrusion rod (13), the extrusion plate (14) and the like to obtain an active water lowering part;
3) embedding the assembled active dewatering part into an installation pit for later use;
4) the servo motor (5) is started to control the threaded rod (8) to rotate, the threaded rod (8) rotates to enable the threaded plate (9) to move downwards under the limiting of the limiting rod (11), and then the extrusion plate (14) is effectively controlled to extrude soil above the water inlet hopper (7) downwards through the downward movement of the threaded plate (9);
5) the effect of carrying out initiative precipitation is reached to the soil of position of intaking when need precipitation, very big promotion holistic precipitation efficiency and quality.
2. A method for lowering the external periphery of an existing building according to claim 1, characterized in that the inner surface of the water inlet hopper (7) is curved, and the angle between the inner surface of the water inlet hopper (7) and the vertical surface is between forty-five degrees and one hundred thirty-five degrees.
3. A method for lowering the water level in the periphery of an existing building according to claim 1, wherein a sliding-aid pad is fixedly connected to the inner surface of the limiting slide rail (10), and a wear-resistant pad is fixedly connected to the outer surface of the limiting rod (11).
4. A method for lowering the water level in the external periphery of an existing building according to claim 1, characterized in that the connection between the squeeze bar (13) and the squeeze plate (14) is a screw connection.
5. A method as claimed in claim 1, wherein the length of said threaded rod (8) is not less than fifteen centimeters and the length of the thread on the outer surface of said threaded rod (8) is not less than twelve centimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011298309.5A CN112593612B (en) | 2020-11-19 | 2020-11-19 | Existing building peripheral precipitation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011298309.5A CN112593612B (en) | 2020-11-19 | 2020-11-19 | Existing building peripheral precipitation method |
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| Publication Number | Publication Date |
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| CN112593612A true CN112593612A (en) | 2021-04-02 |
| CN112593612B CN112593612B (en) | 2022-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011298309.5A Active CN112593612B (en) | 2020-11-19 | 2020-11-19 | Existing building peripheral precipitation method |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584220A (en) * | 2003-08-18 | 2005-02-23 | 梁闽 | Composite foundation comprehensive treatment with self anchored vacuum compact rigid piles |
| US20050152750A1 (en) * | 2004-01-12 | 2005-07-14 | Jean-Claude Morizot | Method and machine for dynamic ground compaction |
| CN102031788A (en) * | 2010-12-08 | 2011-04-27 | 广西建工集团第五建筑工程有限责任公司 | Deep well precipitation waterproof construction method of waterproof design-free basement |
| CN102852132A (en) * | 2011-06-28 | 2013-01-02 | 常雷 | High-frequency static compaction-drainage-grouting composite foundation processing method and special equipment |
| CN206554060U (en) * | 2017-01-19 | 2017-10-13 | 张敏 | Soft Soil Layer ruggedized equipment |
| CN109958121A (en) * | 2019-04-24 | 2019-07-02 | 中建七局第四建筑有限公司 | A kind of compacted device of collapsible loess |
| CN110984202A (en) * | 2019-10-15 | 2020-04-10 | 国网浙江省电力有限公司嘉兴供电公司 | Rear drainage device suitable for building foundation pile |
-
2020
- 2020-11-19 CN CN202011298309.5A patent/CN112593612B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1584220A (en) * | 2003-08-18 | 2005-02-23 | 梁闽 | Composite foundation comprehensive treatment with self anchored vacuum compact rigid piles |
| US20050152750A1 (en) * | 2004-01-12 | 2005-07-14 | Jean-Claude Morizot | Method and machine for dynamic ground compaction |
| CN102031788A (en) * | 2010-12-08 | 2011-04-27 | 广西建工集团第五建筑工程有限责任公司 | Deep well precipitation waterproof construction method of waterproof design-free basement |
| CN102852132A (en) * | 2011-06-28 | 2013-01-02 | 常雷 | High-frequency static compaction-drainage-grouting composite foundation processing method and special equipment |
| CN206554060U (en) * | 2017-01-19 | 2017-10-13 | 张敏 | Soft Soil Layer ruggedized equipment |
| CN109958121A (en) * | 2019-04-24 | 2019-07-02 | 中建七局第四建筑有限公司 | A kind of compacted device of collapsible loess |
| CN110984202A (en) * | 2019-10-15 | 2020-04-10 | 国网浙江省电力有限公司嘉兴供电公司 | Rear drainage device suitable for building foundation pile |
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| Publication number | Publication date |
|---|---|
| CN112593612B (en) | 2022-04-12 |
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