CN206974417U - Diaphram wall tilts on-Line Monitor Device - Google Patents
Diaphram wall tilts on-Line Monitor Device Download PDFInfo
- Publication number
- CN206974417U CN206974417U CN201720649018.3U CN201720649018U CN206974417U CN 206974417 U CN206974417 U CN 206974417U CN 201720649018 U CN201720649018 U CN 201720649018U CN 206974417 U CN206974417 U CN 206974417U
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- reverse wheel
- diaphram wall
- clinometer probe
- reel
- signal line
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Abstract
The utility model discloses a kind of diaphram wall to tilt on-Line Monitor Device, and the tilt parameters for solving the problems, such as existing diaphram wall obtain not in time.In inclinometer pipe（2）The mouth of pipe on be provided with reverse wheel support base（5）, in reverse wheel support base（5）On be provided with reverse wheel（6）With reverse wheel angular encoder, in reverse wheel support base（5）Side ground on be provided with reel（8）And stepper motor（10）, in reel（8）One end be provided with belt pulley, stepper motor（10）Output shaft pass through feed belt（9）It is connected with belt pulley, in inclinometer pipe（2）In be provided with clinometer probe（3）, clinometer probe（3）On be connected with clinometer probe traction signal line（4）, clinometer probe traction signal line（4）It is and on-site wireless RF transceiver（11）Electrical connection.It is particularly suitable for, when diaphram wall is tilted and alarmed, carrying out real-time online high frequency monitoring, avoiding serious accident.
Description
Technical field
It the utility model is related to a kind of monitoring device, the inclination on-Line Monitor Device of more particularly to a kind of diaphram wall.
Background technology
Diaphram wall is a kind of foundation pit enclosure structure, and in excavation of foundation pit, diaphram wall coordinates internal support of foundation pit body
System, the outer underground water in hole can be separated, ensure to cheat the steadiness of the outer soil body, because diaphram wall is supported system in foundation ditch
Stress, the outer pressure by the soil body of foundation ditch, diaphram wall stress is uneven in Excavation Process, can cause
The inclination and displacement of wall, surveyed to detect the inclination of diaphram wall and displacement, it is necessary to be buried in advance in diaphram wall
Inclined tube, by transferring clinometer probe in inclinometer pipe to obtain the tilt parameters of diaphram wall, and sentenced according to tilt parameters
Whether disconnected foundation ditch is stablized, to take corresponding measure.Existing diaphram wall tilt measurement is by being manually interrupted deviational survey
Sensor is transferred to inclinometer pipe bottom, then equidistant lifting deviational survey sensor, this to obtain the tilt parameters of diaphram wall
It is larger human error to be present in method, is had a great influence by weather, environment, it is impossible in real time, dynamic, continual acquisition tilt parameters；
Particularly after diaphram wall run-off the straight, due to obtaining the hysteresis of tilt parameters, cause to fail to take in time effectively
Satisfactory after correcting and lead to serious accident.
The content of the invention
The utility model provides a kind of diaphram wall and tilts on-Line Monitor Device, solves existing diaphram wall
Tilt parameters obtain technical problem not in time.
The utility model is that solve above technical problem by the following technical programs：
A kind of diaphram wall tilts on-Line Monitor Device, including diaphram wall, and survey is embedded with diaphram wall
Inclined tube, reverse wheel support base is provided with the mouth of pipe of inclinometer pipe, reverse wheel and reverse wheel are provided with reverse wheel support base
Angular encoder, reel and stepper motor are provided with the side ground of reverse wheel support base, is set in one end of reel
Belt pulley is equipped with, the output shaft of stepper motor is linked together by feed belt and belt pulley, and survey is provided with reel
Oblique instrument probe traction signal line, is provided with clinometer probe, being connected with clinometer probe on clinometer probe leads in inclinometer pipe
Draw signal wire, the other end of clinometer probe traction signal line is drawn from the mouth of pipe of inclinometer pipe passes sequentially through reverse wheel and tensioning wheel
After be wrapped on reel, clinometer probe traction signal line electrically connects with on-site wireless RF transceiver, on-site wireless
The RF transceiver terminal wireless transceiver radio company indoor with control eventually is connected together.
The guide groove of above-below direction is provided with inclinometer pipe, directive wheel is provided with clinometer probe, directive wheel is lived
It is dynamic to be arranged in guide groove.
The utility model is applicable to various weather environments, reduces the human input of Site Detection, farthest reduces
The human error of measurement, it is particularly suitable for, when diaphram wall is tilted and alarmed, carrying out real-time online high frequency monitoring, avoiding great
Security incident occurs.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings：
A kind of diaphram wall tilts on-Line Monitor Device, including diaphram wall 1, is embedded with diaphram wall 1
Inclinometer pipe 2, reverse wheel support base 5 is provided with the mouth of pipe of inclinometer pipe 2, the He of reverse wheel 6 is provided with reverse wheel support base 5
Reverse wheel angular encoder, reel 8 and stepper motor 10 are provided with the side ground of reverse wheel support base 5, in spiral
One end of wheel 8 is provided with belt pulley, and the output shaft of stepper motor 10 is linked together with belt pulley by feed belt 9, rolled up
Clinometer probe traction signal line 4 is provided with line wheel 8, is provided with clinometer probe 3 in inclinometer pipe 2, on clinometer probe 3
Clinometer probe traction signal line 4 is connected with, the other end of clinometer probe traction signal line 4 is drawn from the mouth of pipe of inclinometer pipe 2
It is wrapped in after passing sequentially through reverse wheel 6 and tensioning wheel 7 on reel 8, clinometer probe traction signal line 4 and on-site wireless radio frequency
Transceiver 11 electrically connects, terminal wireless transceiver 12 nothing indoor with control eventually of on-site wireless RF transceiver 11
Line is electrically connected.
The guide groove 14 of above-below direction is provided with inclinometer pipe 2, directive wheel 13 is provided with clinometer probe 3, is led
It is movably arranged on to wheel 13 in guide groove 14.
The utility model can round-the-clock 24 hours monitoring diaphram walls inclined degree, and by measurement data teletransmission
To control room, and early warning is sent according to test data eventually.Setting the distance of probe lifting sampling can be adjusted in room is controlled eventually, and led to
The hoisting depth that encoder accurately controls traction signal line is crossed, makes that gathered data is more accurate, science.When diaphram wall is sent out
After raw inclination, the tilt variation situation of diaphram wall by improving frequency acquisition, can be obtained in time, for the Scheme of Strengthening at scene
True, reliable data are provided.
Claims (2)
1. a kind of diaphram wall tilts on-Line Monitor Device, including diaphram wall（1）, in diaphram wall（1）In it is pre-buried
There is inclinometer pipe（2）, it is characterised in that in inclinometer pipe（2）The mouth of pipe on be provided with reverse wheel support base（5）, supported in reverse wheel
Seat（5）On be provided with reverse wheel（6）With reverse wheel angular encoder, in reverse wheel support base（5）Side ground on be provided with
Reel（8）And stepper motor（10）, in reel（8）One end be provided with belt pulley, stepper motor（10）Output shaft lead to
Cross feed belt（9）Linked together with belt pulley, in reel（8）On be provided with clinometer probe traction signal line（4）,
Inclinometer pipe（2）In be provided with clinometer probe（3）, clinometer probe（3）On be connected with clinometer probe traction signal line（4）,
Clinometer probe traction signal line（4）The other end from inclinometer pipe（2）The mouth of pipe draw pass sequentially through reverse wheel（6）And tensioning wheel
（7）After be wrapped in reel（8）On, clinometer probe traction signal line（4）It is and on-site wireless RF transceiver（11）
It is electrically connected, on-site wireless RF transceiver（11）It is the terminal wireless transceiver indoor with control eventually（12）
Radio company is connected together.
2. a kind of diaphram wall according to claim 1 tilts on-Line Monitor Device, it is characterised in that in inclinometer pipe
（2）In be provided with the guide groove of above-below direction（14）, in clinometer probe（3）On be provided with directive wheel（13）, directive wheel（13）
It is movably arranged on guide groove（14）In.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720649018.3U CN206974417U (en) | 2017-06-06 | 2017-06-06 | Diaphram wall tilts on-Line Monitor Device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720649018.3U CN206974417U (en) | 2017-06-06 | 2017-06-06 | Diaphram wall tilts on-Line Monitor Device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206974417U true CN206974417U (en) | 2018-02-06 |
Family
ID=61409583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720649018.3U Active CN206974417U (en) | 2017-06-06 | 2017-06-06 | Diaphram wall tilts on-Line Monitor Device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206974417U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113109A (en) * | 2018-09-19 | 2019-01-01 | 上海市机械施工集团有限公司 | Underground continuous wall monitoring system and monitoring method |
| CN113295088A (en) * | 2021-07-16 | 2021-08-24 | 潍坊工商职业学院 | Hole declination angle measuring equipment |
-
2017
- 2017-06-06 CN CN201720649018.3U patent/CN206974417U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113109A (en) * | 2018-09-19 | 2019-01-01 | 上海市机械施工集团有限公司 | Underground continuous wall monitoring system and monitoring method |
| CN113295088A (en) * | 2021-07-16 | 2021-08-24 | 潍坊工商职业学院 | Hole declination angle measuring equipment |
| CN113295088B (en) * | 2021-07-16 | 2021-09-21 | 潍坊工商职业学院 | Hole declination angle measuring equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210720 Address after: 101300 Building 2, 16 Linhe street, Shunyi District, Beijing Patentee after: CHINA RAILWAY 19TH BUREAU GROUP RAIL TRANSIT ENGINEERING Co.,Ltd. Patentee after: China Railway 19th Bureau Group Sixth Engineering Co.,Ltd. Address before: 101300 No. 16, Linhe street, Linhe Economic Development Zone, Shunyi District, Beijing Patentee before: CHINA RAILWAY 19TH BUREAU GROUP RAIL TRANSIT ENGINEERING Co.,Ltd. |