CN113622468A - Multi-layer-level long path limiting and discharging device suitable for underground engineering - Google Patents
Multi-layer-level long path limiting and discharging device suitable for underground engineering Download PDFInfo
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- CN113622468A CN113622468A CN202110866138.XA CN202110866138A CN113622468A CN 113622468 A CN113622468 A CN 113622468A CN 202110866138 A CN202110866138 A CN 202110866138A CN 113622468 A CN113622468 A CN 113622468A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
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Abstract
The invention discloses a multi-layer-length path limited drainage device suitable for underground engineering, which comprises a limited drainage pipe network system and a water collection structure; the underground main structure side wall is externally provided with graded broken stone filter layers at fixed intervals, each graded broken stone filter layer is internally provided with a longitudinal water permeable blind pipe, two adjacent longitudinal water permeable blind pipes are connected through a multi-section inclined flow guide pipe, the longitudinal water permeable blind pipe at the bottom layer is connected with the tops of a plurality of vertical water discharge pipes, and the bottom of each vertical water discharge pipe is connected with a corresponding transverse water discharge pipe. Each section of the inclined flow guide pipe is provided with a terminal valve connected with the controller; and a water pressure sensor connected with the controller is arranged in the stratum beside the underground main body structure, and the water pressure sensors are respectively positioned between adjacent graded broken stone filter layers and used for sensing the pore water pressure in the nearby soil body. The device can quickly and effectively reduce the external water purification pressure of the underground structure and weaken the adverse effect of a high water head on the underground structure.
Description
Technical Field
The invention belongs to the technical field of underground engineering emission limiting, and particularly relates to a multi-layer-level long path emission limiting device suitable for underground engineering.
Background
With the increasing demand of urban traffic, the development and utilization of underground space become a new trend of traffic development in China, so that the construction of urban underground engineering is increased correspondingly. In a seaside city, the underground water level is high, and the high water head can have adverse effects on the underground engineering structure of the city. At present, two solutions of full drainage and full blockage are mainly provided for high water heads. The full-discharge scheme can reduce water pressure and reduce the adverse effect of external water pressure on the underground main body structure, but easily causes water damage, destroys water environment balance and brings environmental problems (adverse effect caused by underground water distribution disorder); the full-blocking scheme can avoid water environment damage, but can lead to the underground main structure to bear high water pressure, needs to adopt the water pressure resistant lining, and it has increased the construction cost to probably break because of durability reduces and leads to the underground main structure bearing capacity not enough in the long-term operation process. Therefore, the limited discharge scheme which gives consideration to both precipitation pressure relief and water environment balance has important significance.
Disclosure of Invention
The invention aims to provide a multi-layer long path limited discharge device suitable for underground engineering, which can quickly and effectively reduce the external water purification pressure of an underground structure and weaken the adverse effect of a high water head on the underground structure when urban underground engineering is built in an area with a high underground water level.
In order to achieve the purpose, the technical scheme of the application is as follows: a multi-layer long path limited discharge device suitable for underground engineering comprises a limited discharge pipe network system and a water collection structure; the limited drainage pipe network system comprises a vertical drainage pipe, a transverse drainage pipe and an oblique drainage pipe; the water collecting structure comprises a graded broken stone filter layer and a longitudinal water permeable blind pipe; graded broken stone filter layers are arranged outside the side wall of the underground main structure at fixed intervals, a longitudinal water-permeable blind pipe is arranged in each graded broken stone filter layer, two adjacent longitudinal water-permeable blind pipes are connected through a multi-section inclined flow guide pipe, the longitudinal water-permeable blind pipe on the bottom layer is connected with the tops of a plurality of vertical drain pipes, and the bottom of each vertical drain pipe is connected with a corresponding transverse drain pipe; each section of the inclined flow guide pipe is provided with a terminal valve connected with the controller; and a water pressure sensor connected with the controller is arranged in the stratum beside the underground main body structure, and the water pressure sensors are respectively positioned between adjacent graded broken stone filter layers and used for sensing the pore water pressure in the nearby soil body.
Furthermore, the periphery of the longitudinal permeable blind pipe is wrapped with a nylon membrane filter layer.
Furthermore, each transverse drainage pipe is provided with an electric pressure valve connected with the controller, and a drainage groove is arranged below the end part of each transverse drainage pipe.
Furthermore, water flows from the top layer longitudinal permeable blind pipe through the upper layer oblique flow guide pipe, enters the middle layer longitudinal permeable blind pipe and the middle layer oblique flow guide pipe, and finally enters the vertical water discharge pipe through the bottom layer longitudinal permeable blind pipe.
Furthermore, the terminal valve on each section of the inclined flow guide pipe is arranged at the same height as the water pressure sensor corresponding to the layer.
Furthermore, the water outlets of the longitudinal water-permeable blind pipes on the odd layers are positioned on a virtual vertical line a, the water outlets of the longitudinal water-permeable blind pipes on the even layers are positioned on a virtual vertical line b, and the virtual vertical lines a and the virtual vertical lines b are alternately arranged, so that the longitudinal water-permeable blind pipes and the inclined flow guide pipes are in a grid shape.
Furthermore, a water-resisting layer is arranged between the side wall of the underground main body structure and each graded broken stone filtering layer.
As a further step, the diameter of the oblique draft tube of each layer is increased proportionally to the increase of the depth.
As a further example, the maximum water discharge amount of the multi-layer long path limited discharge apparatus suitable for underground works is as follows:
wherein Q is the flow, n is the roughness of the inner wall of the pipe, v is the flow velocity, lambda is the drag coefficient, g is the gravitational acceleration, djIs the full pipe mean diameter.
Due to the adoption of the technical scheme, the invention can obtain the following technical effects: this device can effectively reduce the outside water purification pressure of underground structure, weakens the adverse effect that high water head produced to underground structure, optimizes structure atress system, reduces the structure size, solves anti floating difficult problem, reduces the engineering investment, and the implementation of the device can ensure that the engineering compromises precipitation pressure release function and water environment protection balance function, is fit for extensive popularization and application.
Drawings
FIG. 1 is a longitudinal cross-sectional view of an underground construction;
FIG. 2 is a cross-sectional view taken at I-I of FIG. 1;
FIG. 3 is an enlarged view of the structure at A in FIG. 1;
fig. 4 is an enlarged schematic view of the structure at B in fig. 1.
The sequence numbers in the figures illustrate: 1-underground body structures; 2-a building enclosure; 3-longitudinal permeable blind pipe; 4-oblique honeycomb duct; 5-a transverse drain pipe; 6-an electric pressure valve; 7-graded broken stone filter layer; 8-nylon membrane filter layer; 9-water permeable holes; 10-a water barrier layer; 11-vertical drain pipes; 12-a drainage channel; 13-a terminal valve; 14-water pressure sensor; 15-a controller.
Detailed Description
The embodiments of the present invention are implemented on the premise of the technical solution of the present invention, and detailed embodiments and specific operation procedures are given, but the scope of the present invention is not limited to the following embodiments.
Example 1
The present embodiment provides a multi-level long path limited arrangement device suitable for underground engineering, as shown in fig. 1-4, it should be noted that the drawings of the present invention are all in a very simplified form and all use non-precise proportions, which are only for the purpose of conveniently and clearly assisting the description of the embodiments of the present invention, and are not intended to limit the practical limitations of the present invention. Any modification of the structure, change of the ratio or adjustment of the size of the structure should fall within the scope of the present disclosure without affecting the effect and the purpose of the present disclosure.
A multi-level long path limited drain device suitable for underground works, comprising: a limited amount of drainage piping system, catchment structures, drainage channels 12. The limited drainage pipe network system comprises a vertical drainage pipe 11, a transverse drainage pipe (made of PVC) 5, an inclined drainage pipe 4, a terminal valve 13, a water pressure sensor 14, a controller 15 and an electric pressure valve 6, wherein the controller can be a PLC (programmable logic controller) which can be adjusted according to actual use effects and is installed in a control box. The water collecting structure comprises a graded broken stone filter layer 7, a longitudinal water permeable blind pipe 3 and a nylon membrane filter layer 8, and the graded broken stone filter layer is embedded on the building envelope 2. A graded broken stone filtering layer 7 is arranged outside the side wall of the underground main body structure 1 according to a fixed spacing distance, and the graded broken stone filtering layer 7 is used for concentrating underground water; after water is collected by the graded broken stone filter layers 7 with various depths, water enters the longitudinal permeable pipe 3 through the nylon membrane filter layer 8 and enters the vertical water drainage pipe 11 at the bottom through the inclined flow guide pipe 4; the water pressure sensor 14 senses the pore water pressure in the nearby soil body, and the controller 15 controls the underground water in the inclined draft tube to flow through the terminal valve 13; and then the water enters a transverse water discharge pipe 5, when the electric pressure valve 6 reaches a set water pressure critical value, the electric pressure valve 6 is opened to start water discharge, concentrated water is discharged into a water discharge groove 12 until the water pressure is reduced to the critical value, and the electric pressure valve 6 is closed to realize multi-level limited water discharge.
The following are preferred embodiments of the present invention:
outside the side wall of the underground main structure 1, from 1/4H (H is the height of the side wall of the structure), the graded crushed stone filter layer 7 is arranged according to the fixed spacing distance of about 1/5H (when 1/5H is more than 10m, the fixed spacing distance is 10m), the width of the graded crushed stone filter layer 7 can be about 1500mm, and the graded crushed stone filter layer is ensured to effectively concentrate underground water in nearby soil bodies and temporarily store the underground water.
The nylon membrane filter layer 8 wraps the longitudinal permeable blind pipe 3 to prevent the blind pipe from being blocked. The graded broken stone filter layers 7 of all depths collect water, underground water is filtered by the nylon membrane filter layers 8, then enters the longitudinal water permeable blind pipes 3 from the water permeable holes, one water permeable hole is arranged at every 45 degrees along the section circumference of the longitudinal water permeable blind pipes 3, and the diameter of the water permeable holes and the density of longitudinal arrangement are determined according to the buried depth.
Two adjacent longitudinal permeable blind pipes are connected through a plurality of sections of inclined flow guide pipes to form a grid structure; the diameter of the inclined draft tube 4 is increased proportionally according to the increase of the depth from top to bottom, and the diameter of each layer is the same. Water enters the middle-layer longitudinal permeable blind pipe and the middle-layer oblique flow guide pipe from the top-layer longitudinal permeable blind pipe 3 through the upper-layer oblique flow guide pipe 4 due to gravity, finally enters the vertical water discharge pipe 11 through the bottom-layer longitudinal permeable blind pipe, and the diameters of the oblique flow guide pipe and the vertical water discharge pipe meet the requirement of water discharge in the underground structure full-discharge mode.
The underground structure full drainage mode drainage rate is obtained by the following equation:
wherein Q is the flow, n is the roughness of the inner wall of the pipe, v is the flow velocity, lambda is the drag coefficient, g is the gravitational acceleration, djIs the full pipe mean diameter.
The controller 15 controls the opening and closing of the terminal valve 13 through the pore water pressure detected by the water pressure sensor in real time, and stores the water pressure value in the historical steady-state environment of each depth. When the current pore water pressure in the soil body is greater than the historical steady-state water pressure value, the controller 15 controls the terminal valve 13 on the layer to be opened completely, and underground water in the oblique flow guide pipe flows; when the current pore water pressure in the soil body is less than or equal to the historical steady-state water pressure value, the controller 15 controls the terminal valve 13 on the layer to be closed, and the underground water in the oblique guide pipe stops flowing.
The groundwater enters the transverse drain pipe 5, when the electric pressure valve 6 reaches the set water pressure critical value, the opening is carried out, the water drainage is started, the concentrated water is drained into the drain tank 12, until the water pressure is reduced to the critical value, and the electric pressure valve 6 is closed.
When the ground water level rose, the multilayer level long path row device of limiting a quantity of this application got into operating condition, has set up the multilayer water collection structure and has realized inside long path seepage flow, can be fast effectively multilayer level drainage of limiting a quantity of for clear up of secret high head can maintain the water environmental stability of underground structure again, realizes compromising precipitation pressure release and maintains the balanced effect of water environmental.
The embodiments of the present invention are illustrative, but not restrictive, of the invention in any manner. The technical features or combinations of technical features described in the embodiments of the present invention should not be considered as being isolated, and they may be combined with each other to achieve a better technical effect. The scope of the preferred embodiments of the present invention may also include additional implementations, and should be understood by those skilled in the art to which the embodiments of the present invention pertain.
Claims (9)
1. A multi-layer long path limited discharge device suitable for underground engineering is characterized by comprising a limited discharge pipe network system and a water collection structure; the limited drainage pipe network system comprises a vertical drainage pipe, a transverse drainage pipe and an oblique drainage pipe; the water collecting structure comprises a graded broken stone filter layer and a longitudinal water permeable blind pipe; graded broken stone filter layers are arranged outside the side wall of the underground main structure at fixed intervals, a longitudinal water-permeable blind pipe is arranged in each graded broken stone filter layer, two adjacent longitudinal water-permeable blind pipes are connected through a multi-section inclined flow guide pipe, the longitudinal water-permeable blind pipe on the bottom layer is connected with the tops of a plurality of vertical drain pipes, and the bottom of each vertical drain pipe is connected with a corresponding transverse drain pipe; each section of the inclined flow guide pipe is provided with a terminal valve connected with the controller; and a water pressure sensor connected with the controller is arranged in the stratum beside the underground main body structure, and the water pressure sensors are respectively positioned between adjacent graded broken stone filter layers and used for sensing the pore water pressure in the nearby soil body.
2. The device for limiting the length of the multi-layer path suitable for underground engineering according to claim 1, wherein the longitudinal water-permeable blind pipe is wrapped with a nylon membrane filter layer.
3. The multi-layer long path limited discharge device suitable for underground engineering according to claim 1, wherein each transverse discharge pipe is provided with an electric pressure valve connected with a controller, and a discharge groove is arranged below the end part of each transverse discharge pipe.
4. The multi-layer long path limited drainage device suitable for underground engineering of claim 1, wherein water flows by gravity from the top longitudinal permeable blind pipe, through the upper oblique drainage pipe, into the middle longitudinal permeable blind pipe and the middle oblique drainage pipe, and finally into the vertical drainage pipe through the bottom longitudinal permeable blind pipe.
5. The device for limiting the discharge of the multi-layer length path suitable for the underground engineering as claimed in claim 1, wherein the terminal valve of each section of the oblique draft tube is arranged at the same height as the water pressure sensor corresponding to the layer.
6. The device for limiting the amount of the multi-layer length path suitable for the underground engineering according to claim 1, wherein the water outlets of the longitudinal water-permeable blind pipes of the odd-numbered layers are located on a virtual vertical line a, the water outlets of the longitudinal water-permeable blind pipes of the even-numbered layers are located on a virtual vertical line b, and the virtual vertical line a and the virtual vertical line b are alternately arranged, so that the longitudinal water-permeable blind pipes and the oblique guide pipes are in a grid shape.
7. The device for limiting the amount of the multi-layer graded broken stone suitable for underground engineering according to claim 1, wherein a water barrier is arranged between the side wall of the underground main structure and each graded broken stone filter layer.
8. The apparatus for limiting the length of a multi-story path suitable for underground works of claim 1, wherein the diameter of the inclined draft tube of each story is increased proportionally to the depth.
9. The multi-stage long path limited displacement device suitable for underground engineering according to claim 1, wherein the maximum displacement of the device is:
wherein Q is the flow, n is the roughness of the inner wall of the pipe, v is the flow velocity, lambda is the drag coefficient, g is the gravitational acceleration, djIs the full pipe mean diameter.
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CN2021105017403 | 2021-05-08 | ||
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CN202121749115.2U Active CN215715592U (en) | 2021-05-08 | 2021-07-29 | Long-path multilayer row limiting device for underground engineering high water head |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN101126242A (en) * | 2006-08-16 | 2008-02-20 | 张骐 | Method and system for controlling water-level for underground building |
CN103510528A (en) * | 2012-06-29 | 2014-01-15 | 深圳市工勘岩土工程有限公司 | Blind trench water discharging structure used for underground structure up-floating prevention |
CN104480953A (en) * | 2014-12-12 | 2015-04-01 | 中交第一公路勘察设计研究院有限公司 | Water collecting, water guide and water seeping roadbed slope water discharge system for perennial frozen soil area |
CN104532865A (en) * | 2014-12-16 | 2015-04-22 | 中启胶建集团有限公司 | Underground blind ditch and permanent water-collecting well comprehensive dewatering system applied to basement |
CN105625448A (en) * | 2014-10-31 | 2016-06-01 | 龚展宇 | Underground water drainage method and device for underground building |
CN209353360U (en) * | 2018-11-26 | 2019-09-06 | 中国建筑第八工程局有限公司 | The anti-floating drainage arrangement of basement structure |
-
2021
- 2021-07-29 CN CN202110866138.XA patent/CN113622468B/en active Active
- 2021-07-29 CN CN202121749115.2U patent/CN215715592U/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101126242A (en) * | 2006-08-16 | 2008-02-20 | 张骐 | Method and system for controlling water-level for underground building |
CN103510528A (en) * | 2012-06-29 | 2014-01-15 | 深圳市工勘岩土工程有限公司 | Blind trench water discharging structure used for underground structure up-floating prevention |
CN105625448A (en) * | 2014-10-31 | 2016-06-01 | 龚展宇 | Underground water drainage method and device for underground building |
CN104480953A (en) * | 2014-12-12 | 2015-04-01 | 中交第一公路勘察设计研究院有限公司 | Water collecting, water guide and water seeping roadbed slope water discharge system for perennial frozen soil area |
CN104532865A (en) * | 2014-12-16 | 2015-04-22 | 中启胶建集团有限公司 | Underground blind ditch and permanent water-collecting well comprehensive dewatering system applied to basement |
CN209353360U (en) * | 2018-11-26 | 2019-09-06 | 中国建筑第八工程局有限公司 | The anti-floating drainage arrangement of basement structure |
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CN215715592U (en) | 2022-02-01 |
CN113622468B (en) | 2023-02-28 |
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