CN113622468B - Multi-layer-level long path quantity-limiting discharging device suitable for underground engineering - Google Patents
Multi-layer-level long path quantity-limiting discharging device suitable for underground engineering Download PDFInfo
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- 238000007599 discharging Methods 0.000 title description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 106
- 239000004575 stone Substances 0.000 claims abstract description 24
- 239000011148 porous material Substances 0.000 claims abstract description 7
- 239000002689 soil Substances 0.000 claims abstract description 7
- 238000001914 filtration Methods 0.000 claims description 10
- 239000004677 Nylon Substances 0.000 claims description 7
- 239000012528 membrane Substances 0.000 claims description 7
- 229920001778 nylon Polymers 0.000 claims description 7
- 230000005484 gravity Effects 0.000 claims description 5
- 230000001133 acceleration Effects 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 11
- 230000002411 adverse Effects 0.000 abstract description 6
- 238000000746 purification Methods 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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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
- E02D31/004—Sealing liners
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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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 high water heads 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 generate adverse effect 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 construction cost to probably break because of durability reduction leads to the underground main structure bearing capacity not enough in the long-term operation in-process. Therefore, the limited discharge scheme which gives consideration to both precipitation pressure relief and water environment balance has important significance.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide a multi-level long path quantity limiting and discharging device suitable for underground engineering, when urban underground engineering is built in an area with a high underground water level, the device 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.
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 flow guide pipe of each layer is increased in proportion 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 and n isRoughness of inner wall of pipe, v is flow velocity, lambda is resistance coefficient, g is gravity acceleration, d j Is 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 device's implementation can ensure that the engineering compromises precipitation pressure release function and water environmental 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-a subterranean body structure; 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, or changes in the ratio or adjustment of the size thereof, without affecting the effect and purpose of the present invention, should fall within the scope 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 broken stone filtering layers 7 are arranged at a fixed interval distance of about 1/5H (when 1/5H is more than 10m, the fixed interval distance is 10 m), the width of each graded broken stone filtering layer 7 can be about 1500mm, and the graded broken stone filtering layers are guaranteed 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 oblique 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 flow, n is roughness of inner wall of pipe, v is flow velocity, lambda is resistance coefficient, g is gravity acceleration, d j Is the full tube 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 each depth history steady-state environment. 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 preferred and not intended to limit the invention in any way. The technical features or combinations of the 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 (6)
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 filtering 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 filtering layer, 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 drainage pipes, and the bottom of each vertical water drainage pipe is connected with a corresponding transverse water drainage pipe; each section of the inclined flow guide pipe is provided with a terminal valve connected with the controller; 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; a water-resisting layer is arranged between the side wall of the underground main structure and each graded broken stone filtering layer, and the graded broken stone filtering layers are embedded on the enclosure structure;
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 through the upper-layer oblique flow guide pipe due to gravity and finally enters the vertical water discharge pipe through the bottom-layer longitudinal permeable blind pipe;
the water outlets of the longitudinal water-permeable blind pipes on the odd layers are positioned on the virtual vertical line a, the water outlets of the longitudinal water-permeable blind pipes on the even layers are positioned on the 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 inclined flow guide pipe are in a grid shape.
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 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.
5. 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.
6. 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 flow, n is roughness of inner wall of pipe, v is flow velocity, lambda is resistance coefficient, g is gravity acceleration, d j Is the full tube mean diameter.
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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 |
CN202110866138.XA Active CN113622468B (en) | 2021-05-08 | 2021-07-29 | Multi-layer-level long path quantity-limiting discharging device suitable for underground engineering |
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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 |
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 |
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2021
- 2021-07-29 CN CN202121749115.2U patent/CN215715592U/en active Active
- 2021-07-29 CN CN202110866138.XA patent/CN113622468B/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 |
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