CN108489455A - The aided measurement device and measurement method of sewage open caisson internal structure - Google Patents
The aided measurement device and measurement method of sewage open caisson internal structure Download PDFInfo
- Publication number
- CN108489455A CN108489455A CN201810248780.XA CN201810248780A CN108489455A CN 108489455 A CN108489455 A CN 108489455A CN 201810248780 A CN201810248780 A CN 201810248780A CN 108489455 A CN108489455 A CN 108489455A
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- open caisson
- guide rod
- sewage
- internal structure
- measurement device
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
A kind of aided measurement device of sewage open caisson internal structure, it includes the bottom supporting rod below main rod body and main rod body, upper guide rod normal thereto and lower guide rod are respectively arranged at the top and bottom of the main rod body, and upper guide rod is identical with lower guiding pole length and is mutually parallel；The outer end of upper guide rod is provided with upper fixing end, and tape measure is connected in upper fixing end, and the outer end of the lower guide rod is provided with lower fixing end, and measurement rope is connected in lower fixing end.The present invention can solve existing sewage open caisson measurement method there are measuring speeds the problems such as slow, positioning accuracy is low, and the accurate measurement of underwater sewage open caisson internal structure may be implemented.This method scientific in principle is implemented simply, and easy to operate, accuracy of measurement is high, and aided measurement device used is simple in structure, is easy to make.Sewage open caisson is more accurately represented on design general layout, is of great significance to the determination of city track traffic engineering underground station plane figure.
Description
Technical field
The present invention relates to a kind of field of measuring technique, the subsidiary of specifically a kind of sewage open caisson internal structure fills
It sets and measurement method.
Background technology
Caisson method is one of important construction method used by building underground engineering and buried foundation engineering, is being constructed
When place level of ground water is higher, water yield is larger or has the geological conditions such as underground bearing water, quicksand, weak soil, using open caisson construction
It is most appropriate.In coastal weak soil city sewage treatment works, the active well of sewage network mostly uses Construction Scheme of Open Caisson,
Sewage open caisson composition generally comprises pit shaft, top plate and bottom plate, inner wall, nozzle, cutting shoe etc., and flat shape is mainly round and rectangle.
On road surface it can be seen that sewage open caisson pit shaft internal diameter normally only 0.7m, and the open caisson size below road surface is often very big, round
The diameter of sewage open caisson is generally in 5m or more, and the size of rectangle sewage open caisson is generally in 3m × 5m or more.When sewage open caisson data
It when complete filing, can be really sized by consulting completion information, the information such as buried depth, however in real work, it is frequently present of receipts
The case where collection is less than completion information, in this case, it is necessary to which live positioning is carried out to the sewage open caisson of certain specific positions
It measures.
At present in engineering there are mainly two types of the measurement methods of underwater sewage open caisson：
1, using geophysical prospecting method（Such as reflective wave method, geological radar method）Carry out in-situ measurement.But in the coastal of phreatic high
In weak soil city, Effect on Detecting is not often understood.
2, it carries out underground using frogman to feel, be measured by simple straight-bar and lining rope, due to sewage open caisson only top
Pit shaft exposure, open caisson inner wall generally within oilysewage surface hereinafter, underground location is difficult, the amateur survey crew of frogman in addition, to
So that the measurement accuracy of sewage open caisson internal structure is low.
Now, China is just locating the urban track traffic large-scaled construction period, and rail line passes through inner city mostly,
It is laid below major urban arterial highway, underground station is generally positioned at two major trunk roads intersections, and urban road both sides are often distributed
There is intensive sewage network facility.Active well of the sewage open caisson as sewage network changes and moves more difficulty, and change and move the required duration
It is long.At home the rail line completion time of project it is generally more nervous in the case of, underground station horizontal layout is taken substantially keeps away
The internal structure opened the measure of large scale sewage open caisson, therefore accurately ascertain the sewage open caisson of certain specific positions seems particularly heavy
It wants, this may directly influence the feasibility of underground station design scheme.
Invention content
It is an object of the invention in view of the above-mentioned defects in the prior art and insufficient, provided in a kind of sewage open caisson for people
The aided measurement device and measurement method of portion's structure can expeditiously realize the positioning measurement of sewage open caisson internal structure.
To achieve the above object, the technical solution used in the present invention is：The subsidiary of the sewage open caisson internal structure
Device, it includes the bottom supporting rod below main rod body and main rod body, is respectively set at the top and bottom of the main rod body
There are upper guide rod normal thereto and lower guide rod, and upper guide rod is identical with lower guiding pole length and is mutually parallel；Described
The outer end of upper guide rod is provided with upper fixing end, and tape measure is connected in upper fixing end, and the outer end of the lower guide rod is provided with
Lower fixing end is connected with measurement rope in lower fixing end.
The trunk body is two sections or two sections or more, is connected by fixing nut, is set in a section main rod body of the top
There is scale area.
It is provided with horizontal bubble at the top of the main rod body.
The length of the upper guide rod and lower guide rod is 0.5 meter.
The single-unit length of the main rod body is 2.5 meters.
The length of the bottom supporting rod is 1 meter.
A kind of measurement method of sewage open caisson internal structure, it is characterised in that include the following steps：
Step 1：Using the depth of plumb line preliminary surveying open caisson to be measured, the master of aided measurement device is chosen according to preliminary survey depth
The joint number of the body of rod, is used in combination fixing nut to connect, and measurement rope is connected in the lower fixing end of lower guide rod, then by subsidiary
Device is vertically arranged in open caisson, bottom supporting rod to shaft bottom.
Step 2：Frogman goes into the well, and tentatively feels shaft wall structure, determines that caisson structure is round or rectangle.
Step 3：Frogman tenses in shaft bottom and measures rope to the borehole wall, and lower guide rod can rotate the direction one with measurement rope automatically
It causes, reads the scale for measuring rope, inform that ground staff, ground staff catch on guide rod using tape measure by wired intercom system
Upper fixing end, pinpointed according to the length that direction shown in upper guide rod and frogman measure, and marked on ground.
Step 4：Repeat step 3, for circular open caisson, measure measuring point and be no less than 4, measuring point should be evenly distributed as much as possible in
Entire circular open caisson；For rectangular open caisson, 3 rectangle angle points are measured.
Step 5：Frogman tenses in shaft bottom and measures rope to nozzle, and lower guide rod can rotate the direction one with measurement rope automatically
It causes, reads the scale for measuring rope, ground staff is informed by wired intercom system, ground staff is according to direction shown in upper guide rod
Determine nozzle direction.
Step 6：The coordinate that land mark point is measured using total powerstation or GPS, for circular open caisson, using 3 measuring points
Coordinate can be fitted to obtain a circle, be checked using remaining measuring point, the inner wall of gained circle, that is, open caisson to be measured；For square
Shape open caisson can obtain a rectangle, the inner wall of gained rectangle, that is, sewage to be measured open caisson according to 3 angular coordinates；Along with heavy
The well borehole wall estimates thickness, you can obtains the plane overall size of sewage open caisson.
Step 7：Open caisson bottom plate buried depth can be directly measured using main rod body, in conjunction with the elevation at the inspection well cover of open caisson ground, i.e.,
It can convert to obtain the elevation at open caisson bottom plate.
It is 0.4 meter to 0.6 meter that the caisson wall, which estimates thickness,.
The present invention can solve existing sewage open caisson measurement method there are measuring speeds the problems such as slow, positioning accuracy is low, can
To realize the accurate measurement of underwater sewage open caisson internal structure.This method scientific in principle implements simple, easy to operate, measurement standard
Exactness is high, and aided measurement device used is simple in structure, is easy to make, of low cost, is easy to use.Enable sewage open caisson more
It is accurately represented on design general layout, there is important meaning to the determination of city track traffic engineering underground station plane figure
Justice.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention.
Fig. 2 is that aided measurement device is arranged in the sectional view in sewage open caisson in present invention specific implementation.
Fig. 3 is the label schematic diagram after round sewage open caisson measurement on the ground in present invention specific implementation.
Fig. 4 is the label schematic diagram after the measurement of rectangle sewage open caisson on the ground in present invention specific implementation.
Specific implementation mode
1. as shown in Figure 1, the present invention is a kind of aided measurement device of sewage open caisson internal structure, it includes main rod body 1
And bottom supporting rod 5, bottom supporting rod 5 are set to 1 lower part of main rod body, length is 1.0 meters, detachably.The trunk body 1 is
It more than two sections or two sections, being connected by fixing nut 2, the single-unit length of main rod body is 2.5 meters, and the body of rod uses aluminum alloy material,
Required length can be adjusted according to 9 depth of open caisson.It is equipped with scale area in a section main rod body 1 of the top, can directly be surveyed
Measure open caisson bottom plate buried depth.The top of the main rod body 1 is provided with horizontal bubble 6, and verticality is adjusted, it is ensured that main during measurement
The body of rod 1 is vertical.
The top and bottom of the main rod body 1 are respectively arranged with upper guide rod 3 normal thereto and lower guide rod 4, and
Upper guide rod 3 is identical with lower 4 length of guide rod and is mutually parallel, therefore the court of lower guide rod 4 can be known by upper guide rod 3
To.The length of the upper guide rod 3 and lower guide rod 4 is 0.5 meter.The outer end of the upper guide rod 3 is provided with solid
Fixed end 7 is connected with tape measure in upper fixing end 7, and the outer end of the lower guide rod 4 is provided with lower fixing end 8, in lower fixing end 8
On be connected with measurement rope.After measuring the measurement point distance restricted and measured inside open caisson 9, it can be synchronized on the ground by tape measure
Corresponding position draw mark point.
As shown in Figure 2, Figure 3, Figure 4, a kind of measurement method of sewage open caisson internal structure, includes the following steps：
Step 1：Using the depth of plumb line preliminary surveying open caisson to be measured, the master of aided measurement device is chosen according to preliminary survey depth
The joint number of the body of rod 1 is used in combination fixing nut 2 to connect, and measurement rope is connected in the lower fixing end 8 of lower guide rod 4, then will auxiliary
Measuring device is vertically arranged in open caisson 9, bottom supporting rod 5 to shaft bottom.
Step 2：Frogman goes into the well, and tentatively feels shaft wall structure, determines that 9 structure of open caisson is round or rectangle.
Step 3：Frogman tenses to measure and restrict to the borehole wall in shaft bottom, and lower guide rod 4 can rotate and measure the direction one restricted automatically
It causes, reads the scale for measuring rope, inform that ground staff, ground staff catch on guide rod using tape measure by wired intercom system
3 upper fixing end 7, the length measured according to direction shown in upper guide rod 3 and frogman pinpoints, and is marked on ground.
Step 4：Repeat step 3, for circular open caisson, measure measuring point and be no less than 4, measuring point should be evenly distributed as much as possible in
Entire circular open caisson；For rectangular open caisson, 3 rectangle angle points are measured.
Step 5：Frogman tenses to measure and restrict to nozzle 10 in shaft bottom, and lower guide rod 4 can rotate and measure the direction restricted automatically
Unanimously, the scale for measuring rope is read, ground staff is informed by wired intercom system, ground staff is according to shown in upper guide rod 3
Direction determines 10 direction of nozzle.
Step 6：The coordinate that land mark point is measured using total powerstation or GPS, for circular open caisson 9, using 3 measuring points
Coordinate can be fitted to obtain a circle, checked using remaining measuring point, the inner wall of gained circle, that is, open caisson to be measured 9；It is right
In rectangular open caisson 9, a rectangle, the inner wall of gained rectangle, that is, sewage to be measured open caisson 9 can be obtained according to 3 angular coordinates；Again
In addition 9 borehole wall of open caisson estimates thickness, you can obtain the plane overall size of sewage open caisson 9.9 borehole wall of the open caisson estimates thickness and is
0.4 meter to 0.6 meter
Step 7：Open caisson bottom plate buried depth can be directly measured using main rod body, in conjunction with the elevation at the inspection well cover of open caisson ground, you can change
Calculation obtains the elevation at open caisson bottom plate.
The present invention can solve existing sewage open caisson measurement method there are measuring speeds the problems such as slow, positioning accuracy is low, can
To realize the accurate measurement of underwater sewage open caisson internal structure.This method scientific in principle implements simple, easy to operate, measurement standard
Exactness is high, and aided measurement device used is simple in structure, is easy to make, of low cost, is easy to use.Enable sewage open caisson more
It is accurately represented on design general layout, there is important meaning to the determination of city track traffic engineering underground station plane figure
Justice.
Claims (8)
1. a kind of aided measurement device of sewage open caisson internal structure, it includes main rod body（1）And main rod body（1）The bottom of lower section
Portion's supporting rod（5）, it is characterised in that the main rod body（1）Top and bottom be respectively arranged with upper guide rod normal thereto
（3）With lower guide rod（4）, and upper guide rod（3）With lower guide rod（4）Length is identical and is mutually parallel；The upper guide rod
（3）Outer end be provided with upper fixing end（7）, in upper fixing end（7）On be connected with tape measure, the lower guide rod（4）Outer end set
It is equipped with lower fixing end（8）, in lower fixing end（8）On be connected with measurement rope.
2. the aided measurement device of sewage open caisson internal structure according to claim 1, it is characterised in that the trunk body
（1）More than two sections or two sections, pass through fixing nut（2）Connection, one in the top saves main rod body（1）It is equipped with scale area.
3. the aided measurement device of sewage open caisson internal structure according to claim 1, it is characterised in that the mobile jib
Body（1）Top be provided with horizontal bubble（6）.
4. the aided measurement device of sewage open caisson internal structure according to claim 1 or 2 or 3, it is characterised in that described
Upper guide rod（3）With lower guide rod（4）Length be 0.5 meter.
5. the aided measurement device of sewage open caisson internal structure according to claim 1 or 2 or 3, it is characterised in that described
Main rod body（1）Single-unit length be 2.5 meters.
6. the aided measurement device of sewage open caisson internal structure according to claim 1 or 2 or 3, it is characterised in that described
Bottom supporting rod（5）Length be 1 meter.
7. a kind of measurement method of sewage open caisson internal structure, it is characterised in that include the following steps：
Step 1：Using the depth of plumb line preliminary surveying open caisson to be measured, the master of aided measurement device is chosen according to preliminary survey depth
The body of rod（1）Joint number, fixing nut is used in combination（2）It connects, lower guide rod（4）Lower fixing end（8）On connect measurement rope,
Aided measurement device is vertically arranged in open caisson again（9）In, bottom supporting rod（5）To shaft bottom；
Step 2：Frogman goes into the well, and tentatively feels shaft wall structure, determines open caisson（9）Structure is round or rectangle；
Step 3：Frogman tenses in shaft bottom and measures rope to the borehole wall, lower guide rod（4）The direction one that can be rotated automatically and measure rope
It causes, reads the scale for measuring rope, inform that ground staff, ground staff catch on guide rod using tape measure by wired intercom system
（3）Upper fixing end（7）, according to upper guide rod（3）The length fixed point that shown direction and frogman measure, and carry out mark on ground
Note；
Step 4：Step 3 is repeated, for circular open caisson（9）, measure measuring point and be no less than 4, measuring point should be evenly distributed as much as possible in
Entire circular open caisson（9）；For rectangular open caisson（9）, measure 3 rectangle angle points；
Step 5：Frogman tenses in shaft bottom and measures rope to nozzle（10）, lower guide rod（4）The direction that can be rotated automatically and measure rope
Unanimously, the scale for measuring rope is read, ground staff is informed by wired intercom system, ground staff is according to upper guide rod（3）Institute
Show that direction determines nozzle（10）Direction；
Step 6：The coordinate that land mark point is measured using total powerstation or GPS, for circular open caisson（9）, using 3 measuring points
Coordinate can be fitted to obtain a circle, be checked using remaining measuring point, gained circle, that is, open caisson to be measured（9）Inner wall；It is right
In rectangular open caisson（9）, a rectangle, gained rectangle, that is, sewage to be measured open caisson can be obtained according to 3 angular coordinates（9）It is interior
Wall；Along with open caisson（9）The borehole wall estimates thickness, you can obtains sewage open caisson（9）Plane overall size；
Step 7：Open caisson bottom plate buried depth can be directly measured using main rod body, in conjunction with the elevation at the inspection well cover of open caisson ground, you can change
Calculation obtains the elevation at open caisson bottom plate.
8. the measurement method of sewage open caisson internal structure according to claim 7, it is characterised in that the open caisson（9）The borehole wall
It is 0.4 meter to 0.6 meter to estimate thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810248780.XA CN108489455B (en) | 2018-03-25 | 2018-03-25 | Method for measuring internal structure of sewage open caisson |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810248780.XA CN108489455B (en) | 2018-03-25 | 2018-03-25 | Method for measuring internal structure of sewage open caisson |
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| CN108489455A true CN108489455A (en) | 2018-09-04 |
| CN108489455B CN108489455B (en) | 2020-05-01 |
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| CN201810248780.XA Active CN108489455B (en) | 2018-03-25 | 2018-03-25 | Method for measuring internal structure of sewage open caisson |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761325A (en) * | 2019-10-25 | 2020-02-07 | 中铁第四勘察设计院集团有限公司 | Automatic control system and method for mud-water balance open caisson vehicle station in soft soil area |
| CN113982601B (en) * | 2021-10-25 | 2024-05-10 | 中铁工程装备集团有限公司 | Sinking well heading machine guiding system based on dynamic inclinometer |
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| CN202403650U (en) * | 2011-11-30 | 2012-08-29 | 广东联塑科技实业有限公司 | Measuring tool for measuring depth of water trough |
| CN103572769B (en) * | 2012-07-27 | 2016-03-30 | 中冶天工上海十三冶建设有限公司 | Well sinking medium dip degree method for supervising |
| CN103322875A (en) * | 2013-05-28 | 2013-09-25 | 国家电网公司 | Spirit level for power transmission line n-shaped rod construction |
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| CN110761325A (en) * | 2019-10-25 | 2020-02-07 | 中铁第四勘察设计院集团有限公司 | Automatic control system and method for mud-water balance open caisson vehicle station in soft soil area |
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| CN113982601B (en) * | 2021-10-25 | 2024-05-10 | 中铁工程装备集团有限公司 | Sinking well heading machine guiding system based on dynamic inclinometer |
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Effective date of registration: 20210209 Address after: Ningbo Rail Transit building, 3399 Ningchuan Road, Yinzhou District, Ningbo City, Zhejiang Province, 315010 Patentee after: NINGBO RAIL TRANSIT GROUP Co.,Ltd. Address before: Ningbo Rail Transit building, 3399 Ningchuan Road, Yinzhou District, Ningbo City, Zhejiang Province, 315010 Patentee before: Yao Yanming |