CN110761261A - Vehicle section storehouse overhead settlement prevention system suitable for weak stratum - Google Patents
Vehicle section storehouse overhead settlement prevention system suitable for weak stratum Download PDFInfo
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- CN110761261A CN110761261A CN201910889376.5A CN201910889376A CN110761261A CN 110761261 A CN110761261 A CN 110761261A CN 201910889376 A CN201910889376 A CN 201910889376A CN 110761261 A CN110761261 A CN 110761261A
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- 230000002265 prevention Effects 0.000 title claims abstract description 18
- 238000012544 monitoring process Methods 0.000 claims abstract description 36
- 238000012423 maintenance Methods 0.000 claims description 21
- 238000006073 displacement reaction Methods 0.000 claims description 13
- 238000013500 data storage Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 230000008569 process Effects 0.000 claims description 4
- 239000004593 Epoxy Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 10
- 230000008901 benefit Effects 0.000 description 6
- 238000004062 sedimentation Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000272165 Charadriidae Species 0.000 description 1
- 241000098700 Sarcocheilichthys parvus Species 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012806 monitoring device Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/08—Investigation of foundation soil in situ after finishing the foundation structure
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
- E04H5/06—Pits or building structures for inspection or services
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Agronomy & Crop Science (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Abstract
The invention discloses a vehicle section garage overhead anti-settlement system suitable for a weak stratum, which is characterized in that: the device comprises a rectangular groove (1), an overhead plate (3), a settlement monitoring equipment room (6), a console (7), a laser emitting device (8) and a reflecting plate (9); the plurality of rectangular grooves (1) are dug downwards on the ground of the overhaul warehouse (4), and the overhead plate (3) is a complete platform which is formed by pouring concrete into the rectangular grooves (1) and continuously pouring upwards on a plane and covers the whole overhaul warehouse terrace. The settlement prevention measure is simple in setting mode and easy to install, is used for preventing the settlement of the foundation of the urban motor train unit application overhaul warehouse established on the soft soil layer, and can ensure the safe use of the urban motor train unit application overhaul warehouse.
Description
Technical Field
The invention belongs to the field of settlement prevention of a vehicle section storehouse, and particularly relates to an overhead settlement prevention system for the vehicle section storehouse, which is suitable for a weak stratum.
Background
The gradual acceleration of the urbanization construction process makes civil engineering construction increase continuously, and soft soil foundation phenomenon is more and more common simultaneously. If the foundation soil is soft soil, the bearing capacity and the shearing resistance of the foundation soil are weak, particularly when the foundation soil is vibrated or loaded greatly, the strength of the foundation is obviously reduced and is in a flowing state, and then the local or overall shearing damage of the foundation is caused to form foundation settlement. The foundation settlement refers to the settlement of the foundation surface caused by the compaction of a foundation soil layer under the action of additional stress, and the inclination and the cracking of a building can be caused by the excessive settlement, particularly the uneven settlement so as to prevent the normal use.
At present, with the rapid development of urban motor train units in China, the application and maintenance of the urban motor train units become more and more important. The problem of foundation settlement is very prominent in areas with abundant rainfall and frequent typhoon disasters, so that the motor train unit in the urban area can not be normally used in the maintenance warehouse. The common anti-settling facilities comprise compensation structures which are mainly divided into two categories, wherein one category is to compensate by adopting a spring, and the other category is to compensate by adopting a hydraulic press.
In summary, the existing maintenance warehouse for the application of the urban motor train unit built on the soft soil layer mainly has the following problems:
1) generally, most foundations have soft soil at the bottom or have the bottom close to an underground water layer, so that the foundations are prone to settlement, the use of the foundations is affected, further, the motor train units in the urban area built on the soft soil foundations cannot be normally used when the motor train units are used for checking the warehouses, and the safety is very low.
2) If the spring is adopted as a compensation structure for foundation settlement, the problems of fixed compensation distance, uneven compensation distance, easy damage of the structure and the like can be mainly faced.
3) If adopt the hydraulic press as the compensation structure that the ground subsides, mainly face several aspects problems such as compensation cost height, structure are too complicated, difficult installation and manufacturing.
Disclosure of Invention
Aiming at least one of the defects or improvement requirements in the prior art, the invention provides the vehicle section garage overhead anti-settlement system suitable for the soft stratum, which is simple in arrangement mode and easy to install, is used for preventing the urban motor train unit built on the soft stratum from settling by utilizing the foundation of the overhaul warehouse, and can ensure the safe use of the urban motor train unit utilizing the overhaul warehouse.
To achieve the above object, according to one aspect of the present invention, there is provided a vehicle section garage overhead settlement prevention system suitable for a weak ground layer, wherein:
the device comprises a rectangular groove, an overhead plate, a settlement monitoring equipment room, a console and a laser displacement monitoring system;
a plurality of rectangular grooves are excavated downwards on the ground of the overhaul warehouse, extend longitudinally along the rail, and are distributed between the side wall of the overhaul warehouse and the rail bridge and between two adjacent rail bridges at intervals;
the overhead plate is a complete platform which is formed by pouring concrete into the rectangular groove and continuously pouring upwards in a plane and covers the whole maintenance reservoir terrace;
the settlement monitoring equipment room is arranged on the outer side of a maintenance warehouse upright post of the maintenance warehouse; the control console is arranged in the settlement monitoring equipment room and is connected with the laser displacement monitoring system;
the laser displacement monitoring system comprises a laser emitting device and a reflecting plate, wherein the laser emitting device is arranged on the inner side of an upright post of the overhaul warehouse, and the reflecting plate is arranged on the overhead plate.
Preferably, the depth of the rectangular groove is larger than the width of the rectangular groove, and the width of the rectangular groove is larger than the thickness of the plane poured upwards.
Preferably, the overhead board is coated with an epoxy floor.
Preferably, the settlement monitoring equipment room comprises an equipment room door, a monitoring camera, a monitoring line and a data storage platform;
the console and the data storage platform are connected with the laser displacement monitoring system through the monitoring line.
Preferably, the console comprises an illuminating lamp, a radio receiving device, a switch, an alarm indicating lamp and a console alarm bell, and all the components are electrically connected.
Preferably, the laser emitting device comprises a laser transmitter, a radio transmitter, a switch, a status indicator light, a laser emitting device alarm bell and a power indicator light;
and the laser emitting device and the console perform data transmission whether laser reflection is interrupted or not through the radio emitter.
Preferably, the laser emitting device and the reflecting plate are arranged in a plurality of pairs along the longitudinal direction of the rail.
Preferably, the laser transmitter emits laser to irradiate on the reflecting plate on the overhead plate, when settlement occurs, the laser reflection is interrupted, the status indicator lamp emits red flash, the laser transmitter alarm bell emits an alarm, the radio transmitter is started to transmit radio to the radio receiver, the console processes signals, and the console alarm bell and the alarm indicator lamp emit sound and light alarms.
The above-described preferred features may be combined with each other as long as they do not conflict with each other.
Generally, compared with the prior art, the above technical solution conceived by the present invention has the following beneficial effects:
1. compared with the anti-sedimentation facility with a compensation structure, the integrated anti-sedimentation facility has the advantages of simple arrangement mode, low manufacturing cost, easy installation and enough strength, and can effectively prevent sedimentation.
2. The integrated anti-settling facility can avoid damage caused by settling of the urban motor train unit application maintenance warehouse, can guarantee quality and quantity guarantee of the maintenance warehouse to finish maintenance work of the urban motor train unit, and can generate great social and economic benefits.
3. The integrated anti-settling facility has large stress area, can resist uplift force and overturning force, has good conductivity and anti-scouring performance, and can effectively improve the strength of the foundation.
4. For safety reasons, laser displacement monitoring systems are also provided. The monitoring system can monitor the occurrence of settlement in real time and fully ensure the safety of maintenance workers.
Drawings
FIG. 1 is an overall front view schematic diagram of a vehicle section garage overhead settlement prevention system suitable for weak ground layers according to an embodiment of the invention;
FIG. 2 is a schematic cross-sectional view taken along the line A-A in FIG. 1;
FIG. 3 is an enlarged partial schematic view at B in FIG. 2;
FIG. 4 is a schematic view of the lower portion of the vehicle section garage overhead anti-settlement system for soft ground in accordance with an embodiment of the present invention;
FIG. 5 is a schematic diagram of a front view of a settlement monitoring equipment room of the vehicle section garage overhead settlement prevention system suitable for the weak stratum according to the embodiment of the invention;
FIG. 6 is a schematic top view of a settlement monitoring device room of the vehicle section garage overhead settlement prevention system for weak ground layers according to the embodiment of the invention;
FIG. 7 is a schematic view of a console of the vehicle section garage overhead anti-settlement system suitable for the weak stratum according to the embodiment of the invention;
FIG. 8 is a schematic diagram of a laser emitting device of the vehicle section garage overhead anti-settlement system suitable for the weak stratum according to the embodiment of the invention;
FIG. 9 is a schematic view of a reflector of the vehicle section garage overhead anti-settling system for soft ground according to the embodiment of the invention;
fig. 10 is a schematic workflow diagram of the vehicle section garage overhead anti-settlement system suitable for the weak stratum according to the embodiment of the invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention. In addition, the technical features involved in the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other. The present invention will be described in further detail with reference to specific embodiments.
As a preferred embodiment of the present invention, as shown in fig. 1 to 9, the present invention provides a vehicle section garage overhead settlement prevention system suitable for a weak stratum, wherein: mainly include rectangle recess 1, track bridge 2, built on stilts board 3, overhaul storehouse 4, overhaul storehouse stand 5, subside supervisory equipment room 6, control cabinet 7, laser displacement monitoring system.
As shown in fig. 1-4, a plurality of rectangular grooves 1 are excavated downwards on the ground of the overhaul warehouse 4, extend longitudinally along the rail, and are distributed at intervals between the side wall of the overhaul warehouse 4 and the rail bridge 2 and between two adjacent rail bridges 2, and the motor train unit 10 in the urban area to be overhauled travels on the rail bridge 2.
Before the field of the overhaul warehouse 5 is poured, rectangular grooves 1 (shown by hatching) with the depth of 0.6 meter and the width of 0.35 meter are dug downwards along the longitudinal direction of the rails, and the rectangular grooves 1 are distributed among the side walls of the overhaul warehouse 4, the rail bridges 2 and two adjacent rail bridges 2 at equal intervals. And pouring concrete into the rectangular groove 1, and after the rectangular groove 1 is fully poured, continuously pouring upwards for 0.1 m until a complete platform covering the whole maintenance warehouse terrace is formed, so that the overhead plate 3 is formed. Wherein the overhead plate 3 is coated with an epoxy floor for preventing water from permeating into the ground.
As shown in fig. 1, 5 and 6, the settlement monitoring equipment room 6 is arranged outside a maintenance warehouse upright post 5 of the maintenance warehouse 4; the system mainly comprises an equipment room door 601, a monitoring camera 602, a monitoring line 603 and a data storage table 604; the console 7 and the data storage table 604 are connected to the laser displacement monitoring system through the monitoring line 603.
As shown in fig. 7, the console 7 is disposed in the settlement monitoring equipment room 6, and the console 7 includes an illuminating lamp 701, a radio receiving device 702, a switch 703, an alarm indicator 704, and a console alarm 705, which are electrically connected to each other.
As shown in fig. 8-9, the laser displacement monitoring system includes a laser emitting device 8 and a reflecting plate 9, the laser emitting device 8 is connected to the inner side of the maintenance warehouse upright post 5 through a bolt, and the reflecting plate 9 is arranged on the overhead plate 3. The laser emitting device 8 and the reflecting plate 9 are provided with a plurality of pairs along the longitudinal direction of the rail.
The laser emitting device 8 comprises a laser transmitter 801, a radio transmitter 802, a switch 803, a status indicator lamp 804, a laser emitting device alarm 805 and a power indicator lamp 806; the laser emitting device 8 transmits data whether laser reflection is interrupted or not through the radio emitter 802 and the console 7, the wireless distance is more than 200 meters, and the anti-jamming capability is strong by adopting a special wireless coding mode.
As shown in fig. 10, in the implementation of the present invention, the laser emitter 801 emits laser light to irradiate the reflective plate 9 adhered to the overhead plate 3, when the settlement occurs, the laser reflection is interrupted, the status indicator 804 flashes red, the laser emitting device bell 805 gives an alarm, the radio emitter 802 is activated to emit radio to the radio receiving device 702, the console 7 processes the signal, and the console bell 705 and the alarm indicator 704 give an audible and visual alarm. Because the laser emitting device 8 is provided with the status indicator lamp and the alarm bell, the place and the distance where the settlement occurs can be accurately judged even at night.
In summary, the specific advantages of the present invention are as follows:
1. compared with the anti-sedimentation facility with a compensation structure, the integrated anti-sedimentation facility has the advantages of simple arrangement mode, low manufacturing cost, easy installation and enough strength, and can effectively prevent sedimentation.
2. The integrated anti-settling facility can avoid damage caused by settling of the urban motor train unit application maintenance warehouse, can guarantee quality and quantity guarantee of the maintenance warehouse to finish maintenance work of the urban motor train unit, and can generate great social and economic benefits.
3. The integrated anti-settling facility has large stress area, can resist uplift force and overturning force, has good conductivity and anti-scouring performance, and can effectively improve the strength of the foundation.
4. For safety reasons, laser displacement monitoring systems are also provided. The monitoring system can monitor the occurrence of settlement in real time and fully ensure the safety of maintenance workers.
It will be understood by those skilled in the art that the foregoing is only a preferred embodiment of the present invention, and is not intended to limit the invention, and that any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (8)
1. The utility model provides a vehicle section storehouse overhead settlement prevention system suitable for weak stratum which characterized in that:
the device comprises a rectangular groove (1), an overhead plate (3), a settlement monitoring equipment room (6), a console (7) and a laser displacement monitoring system;
a plurality of rectangular grooves (1) are excavated downwards on the ground of the overhaul warehouse (4), extend longitudinally along the rail, and are distributed between the side wall of the overhaul warehouse (4) and the rail bridges (2) and between two adjacent rail bridges (2) at intervals;
the overhead plate (3) is a complete platform which is formed by pouring concrete into the rectangular groove (1) and continuously pouring upwards and covers the whole maintenance warehouse terrace;
the settlement monitoring equipment room (6) is arranged on the outer side of a maintenance warehouse upright post (5) of the maintenance warehouse (4); the control console (7) is arranged in the settlement monitoring equipment room (6) and is connected with the laser displacement monitoring system;
the laser displacement monitoring system comprises a laser emitting device (8) and a reflecting plate (9), wherein the laser emitting device (8) is arranged on the inner side of an overhaul warehouse upright post (5), and the reflecting plate (9) is arranged on the overhead plate (3).
2. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 1, wherein:
the depth of the rectangular groove (1) is larger than the width of the rectangular groove and larger than the thickness of the plane poured upwards.
3. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 1, wherein:
the overhead plate (3) is coated with an epoxy floor.
4. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 1, wherein:
the settlement monitoring equipment room (6) comprises an equipment room door (601), a monitoring camera (602), a monitoring line (603) and a data storage table (604);
the control console (7) and the data storage console (604) are connected with the laser displacement monitoring system through the monitoring line (603).
5. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 1, wherein:
the console (7) comprises an illuminating lamp (701), a radio receiving device (702), a switch (703), an alarm indicator lamp (704) and a console alarm bell (705), and all the components are electrically connected.
6. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 5, wherein:
the laser emitting device (8) comprises a laser transmitter (801), a radio transmitter (802), a switch (803), a status indicator lamp (804), a laser emitting device alarm bell (805) and a power indicator lamp (806);
the laser emitting device (8) transmits data with the console (7) through the radio transmitter (802) whether the laser reflection is interrupted.
7. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 1, wherein:
the laser emitting device (8) and the reflecting plate (9) are longitudinally provided with a plurality of pairs along the track.
8. The vehicle section garage overhead settlement prevention system for weak ground layers as claimed in claim 6, wherein:
the laser emitter (801) emits laser to irradiate on the reflecting plate (9) on the overhead plate (3), when settlement occurs, laser reflection is interrupted, the status indicator lamp (804) emits red flashing light, the laser emitting device alarm bell (805) emits an alarm, the radio emitter (802) is started to emit radio to the radio receiving device (702), the console (7) processes signals, and meanwhile the console alarm bell (705) and the alarm indicator lamp (704) emit sound and light alarms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910889376.5A CN110761261A (en) | 2019-09-19 | 2019-09-19 | Vehicle section storehouse overhead settlement prevention system suitable for weak stratum |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910889376.5A CN110761261A (en) | 2019-09-19 | 2019-09-19 | Vehicle section storehouse overhead settlement prevention system suitable for weak stratum |
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| Publication Number | Publication Date |
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| CN110761261A true CN110761261A (en) | 2020-02-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910889376.5A Pending CN110761261A (en) | 2019-09-19 | 2019-09-19 | Vehicle section storehouse overhead settlement prevention system suitable for weak stratum |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112709460A (en) * | 2020-12-29 | 2021-04-27 | 广州地铁设计研究院股份有限公司 | Layout mode of vehicle base |
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| CN105370506A (en) * | 2015-11-16 | 2016-03-02 | 华北电力大学 | Device for monitoring inclination and settlement of tower of wind generation set |
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-
2019
- 2019-09-19 CN CN201910889376.5A patent/CN110761261A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010007916A (en) * | 2000-10-23 | 2001-02-05 | 진성문 | delay-joint method of constructuction for underground structure |
| CN102943431A (en) * | 2012-11-01 | 2013-02-27 | 中交第二公路勘察设计研究院有限公司 | Cast-in-place reinforced concrete plate and fabricated reinforced concrete plate splicing bridge and method |
| CN204165548U (en) * | 2014-11-18 | 2015-02-18 | 上海威透电子科技有限公司 | A kind of tunnel sedimentation monitoring system of improvement |
| CN105370506A (en) * | 2015-11-16 | 2016-03-02 | 华北电力大学 | Device for monitoring inclination and settlement of tower of wind generation set |
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| CN206289470U (en) * | 2016-12-07 | 2017-06-30 | 中铁上海设计院集团有限公司 | A kind of urban track traffic Prefabricated slab type track |
| CN208721061U (en) * | 2018-09-11 | 2019-04-09 | 太原市山川公路科技有限公司 | A kind of pavement of road sedimentation monitoring system |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112709460A (en) * | 2020-12-29 | 2021-04-27 | 广州地铁设计研究院股份有限公司 | Layout mode of vehicle base |
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