CN200952932Y - Tunnel liner concrete crack three-dimensional measuring device - Google Patents
Tunnel liner concrete crack three-dimensional measuring device Download PDFInfo
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- CN200952932Y CN200952932Y CN 200620079781 CN200620079781U CN200952932Y CN 200952932 Y CN200952932 Y CN 200952932Y CN 200620079781 CN200620079781 CN 200620079781 CN 200620079781 U CN200620079781 U CN 200620079781U CN 200952932 Y CN200952932 Y CN 200952932Y
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Abstract
A three dimensional measurement device for tunnel lining concrete cracks, consists of a left bottom plate and a right bottom plate processed with a hole or with a bolt hole. The left bottom plate is arranged with a left side plate and a left front side plate being mutually perpendicular with the left bottom plate, the left bottom plate upper end is arranged with a left upper side plate being parallel with the left bottom plate, the right bottom plate is arranged with a right side plate and a right front side plate being mutually perpendicular with the right bottom plate, and the right bottom plate upper end is arranged with a right upper side plate being parallel with the right bottom plate. The perpendicular distance difference of the left upper side plate and the right upper side plate is 1-10 cm, the fore and aft distance between the left front side plate and the right front side plate is 1-10 cm, and the horizontal distance between the left side plate and the right side plate is 5-15 cm. The three dimensional measurement device for the tunnel lining concrete cracks also consists of a measuring tool used for measuring the length or a strain gauge. The utility model has the advantages that high sensibility, easy calibration, little linearity error, adjustable gauge length, low production cost, the wide application arrange, strong slushing capability, and convenience for operation. The tunnel lining concrete cracks developing condition can be detected after being matched a vernier calliper or connected with the strain gauge.
Description
Technical field
The utility model belongs to the field of measuring techniques of measuring length thickness and similar linear dimension, be specifically related to by measuring each point coordinate be used for gauge length, width, thickness to use measurer or the metering outfit of mechanical means for its feature.
Background technology
The tunnel is built in underground rock soil medium, belong to half concealed work, runed the influence of factors such as the time limit, weather conditions, design, construction, make operation tunnel disease quantity more and more, be in particular in: liner structure distortion is invaded limit, crack, faulting of slab ends, falls piece, is caved in, percolating water, substrate are risen soil, sinking, pucking etc., wherein the crack is a kind of very general disease, and is the direct or indirect reason of other disease.According to the document announcement of the relevant tunnel slot of Japan, 1979, Japan carried out investigation statistics to 3807 tunnels, percolating water have 2135, account for 56%, the length of leaking reaches 70%, wherein the crack is the main channel of percolating water.1986, Japan was investigated the coldest Hokkaido local highway tunnel defect, had 141 the crack to occur, leak in 302 vcehicular tunnels in Hokkaido, icingly caused the crack to be subjected to cyclic load to carry effect in the hole in, and the crack is constantly developed.April nineteen ninety, existing 6705 vcehicular tunnels of Japan, length overall 1970km, investigation finds that the tunnel quantity that disease takes place accounts for 23.9% of tunnel sum, in the tunnel that worsens, the situation that the lining cutting cracking occurs is maximum.
For vcehicular tunnel, the investigation of Hokkaido, Japan institution of civil engineers vcehicular tunnel branch shows, by in Dec, 1986, vcehicular tunnel during use in Hokkaido has 302, comprising national highway, urban road and car lane, investigation finds that lining cutting has appearred in 141 tunnels and the road surface is damaged, account for tunnel sum 50% nearly, the main disease in tunnel shows as: lining cutting cracking, along crack place's percolating water and freezed in winter.Discover that the influence of tunnel cracking, seepage and icing constructed age and freezing index is bigger, and is subjected to the influence of geologic condition less; The tunnel-liner distortion that is caused by bias voltage seldom only accounts for 8% of disease tunnel, and distortion is distinct issues.
According to China railways tunneling technique statistic in 1997, there was seat surplus the operation tunnel 5000 in the whole nation, amounts to 2500km, wherein serious crack, leaked, and influenced reach 1502 of tunnel operation, accounted for about 30% of tunnel sum.Works Bureau of China Ministry of Railways in 1972 and capital construction general bureau investigate and analyse dissimilar (holocentric circular arch, three-centred arch, straight flange wall and bent abutment wall, single line and two-wire section) tunnel concrete lining cutting causes of cracks that 30～seventies of the whole nation builds under different geology (hard, soft rock, loess) condition, investigate 94 in tunnel altogether, length overall 80.7km, 93.2% tunnel-liner cracking is arranged approximately, and fracture length accounts for tunnel length overall 19.2%.Nineteen ninety-five and 1997, Ministry of Railways's works department shows that to China railways tunneling technique statistic its disease tunnel accounts for 50%, 30% of tunnel sum respectively, and main disease is the tunnel cracking.Nineteen ninety-five, 4855 of the total operation tunnels of China railways, total length 2261.56km, the main disease of existence is to invade limit, crack and leak.According to the detection of works department autumn nineteen ninety-five, not enough 2546 of invading track clearance of headroom are seriously leaked 1428, and lining cutting is seriously ftractureed 677,212 of inverted arch distortion.Crack disease has in various degree all appearred in the tunnel in numerous constructions and the operation, and this has caused extensive attention, and the monitoring and the analysis and Control in crack have been mentioned agenda.
The Tunnel Lining Cracks detection method has multiple, and common measures with vernier caliper such as brush paint method, plaster strip method, both sides, crack ailing, and the joint meter method for measurement etc.The paint method is similar to the plaster strip method, is comparatively rough method for measurement, whether can judge the crack in sustainable development, and ailing cooperates the vernier caliper method for measurement to belong to the one dimension measurement, can only judge the development of fracture width, and measured value is accurate relatively.In addition, also available special joint meter measures.Domestic had joint meter and a three-dimensional crack gauge, though the joint meter measured value relatively accurately and is easy to install, but generally can only carry out the one dimension joint measurement, the three-dimensional crack gauge then is mainly used in the opening of monitoring dam body, side slope, engineering rock mass or mountain cracks, the closed or distortion of the changing of the relative positions up and down, and, when this instrument is used for the measurement of inner concrete crack, tunnel, install quite inconvenient.
Summary of the invention
Technical problem to be solved in the utility model is to overcome the shortcoming of the three-dimensional measuring device in above-mentioned tunnel lining concrete crack, measures the three-dimensional measuring device that a kind of reasonable in design, simple in structure, efficient is high, energy consumption is low, production cost is low, result of use is good tunnel lining concrete crack is provided for Tunnel Engineering lining cutting crack.
The technical scheme that solves the problems of the technologies described above employing is: it comprises left bottom plate and right base plate, on left bottom plate, be provided with and orthogonal left plate of left bottom plate and left front side plate, the left bottom plate upper end is provided with the upper left side plate parallel with left bottom plate, on right base plate, be provided with and orthogonal right plate of right base plate and right front side plate, right base plate upper end is provided with the upper right side plate parallel with right base plate, vertical range between upper left side plate and the upper right side plate is 1～10cm, fore-and-aft distance between left front side plate and the right front side plate is 1～10cm, lateral separation between left plate and the right plate is 5～15cm, and it also comprises measurer or the strainmeter that is used to measure length.
Preferred vertical distance between upper left side plate of the present utility model and the upper right side plate is 2～9cm, and the preferred fore-and-aft distance between left front side plate and the right front side plate is 2～9cm, and the preferred lateral separation between left plate and the right plate is 6～14cm.
Best vertical range between upper left side plate of the present utility model and the upper right side plate is 5cm, and the best fore-and-aft distance between left front side plate and the right front side plate is 5cm, and the optimal lateral distance between left plate and the right plate is 10cm.
Be processed with 2 or 3 fixed orifices on left bottom plate of the present utility model and the right base plate, fixed orifice is processed into through hole, also can be processed into screw.
Measurer of the present utility model is for being manufactured with the measurer of length metering unit thereon.
The utlity model has highly sensitive, be easy to demarcation, little, the normal phase good stability of linear error, gauge length is adjustable, production cost is low, applied widely, humidity-proof ability is strong, advantage such as easy to use, the employed material of this simple and easy three-dimensional joint measurement device is for having certain rigidity and hardness, metal that can't get rusty or plastics, size can be grasped as required flexibly, and the thickness after the processing is advisable to be not less than 1mm.To survey in pairs at each according to the crack development during installation and reserve enough distances between sheet, avoid development because of the crack to cause surveying that sheet overlaps or apart from too far away.Its cooperates vernier caliper or with after strainmeter is connected, can detect the development in the crack of tunnel lining concrete.
Description of drawings
Fig. 1 is the structural representation of an embodiment of the utility model.
Embodiment
Below in conjunction with drawings and Examples the utility model is further described, but the utility model is not limited to these embodiment.
Embodiment 1
In Fig. 1, the three-dimensional measuring device in the tunnel lining concrete crack of present embodiment is made of fixed orifice 1, left bottom plate 2, left plate 3, upper left side plate 4, left front side plate 5, right front side plate 7, upper right side plate 8, right plate 9, right base plate 10, vernier caliper 11.
On left bottom plate 2, be processed with 2 fixed orifices 1, fixed orifice 1 is processed into through hole, also can be processed into screw, fixed orifice 1 is used for left bottom plate 2 being fixed on the metope in 6 left sides, tested crack when measuring the crack 6 of tunnel lining concrete, is processed with 2 fixed orifices 1 on right base plate 10, fixed orifice 1 is processed into through hole, also can be processed into screw, fixed orifice 1 is used for right base plate 10 being fixed on the metope on 6 right sides, tested crack when measuring the crack 6 of tunnel lining concrete.Vertically weld to connect at the right-hand member of left bottom plate 2 left plate 3 and left front side plate 5 are installed, the front end of left plate 3 connects with the left end welding of left front side plate 5, left plate 3 is vertical mutually with left front side plate 5, left plate 3 upper ends are vertically welded to connect upper left side plate 4 are installed, upper left side plate 4 is parallel with left bottom plate 2, upper left side plate 4 and left plate 3, vertical mutually with left front side plate 5.Vertically weld connection at the left end of right base plate 10 right plate 9 and right front side plate 7 are installed, the front end of right plate 9 connects with the right-hand member welding of right front side plate 7, right plate 9 is vertical mutually with right front side plate 7, the welding connection of right plate 9 upper ends is equipped with upper right side plate 8, upper right side plate 8 is parallel with right base plate 10, upper right side plate 8 and right front side plate 7, vertical mutually with right plate 9.Upper right side plate 8 is parallel to each other with upper left side plate 4, right plate 9 is parallel to each other with left plate 3, right front side plate 7 is parallel to each other with left front side plate 5, when measuring the three dimensional change situation in tunnel lining concrete crack 6, the vertical range that can adopt vernier caliper 11 to measure between upper left side plate 4 and the upper right side plate 8, the fore-and-aft distance between left front side plate 5 and the right front side plate 7, the lateral separation between left plate 3 and the right plate 9, also can adopt ruler to measure, can also adopt strain-ga(u)ge measurement.In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 5cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 5cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 10cm.
In the present embodiment, when the utility model is installed in the left and right sides in tunnel lining concrete crack 6, vertical range between upper left side plate 4 and the upper right side plate 8 is 1cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 1cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 5cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 10cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 10cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 15cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 1cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 10cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 15cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 10cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 1cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 15cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 10cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 10cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 5cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 10cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 1cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 5cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 1cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 10cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 5cm.The connecting relation of other parts and parts is identical with embodiment 1.
In the present embodiment, vertical range between upper left side plate 4 and the upper right side plate 8 is 1cm, fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 1cm, after the utility model being installed in the left and right sides in tunnel lining concrete crack 6, the lateral separation between left plate 3 and the right plate 9 is 15cm.The connecting relation of other parts and parts is identical with embodiment 1.
In above embodiment 1～9, on left bottom plate 2, be processed with 3 fixed orifices 1, fixed orifice 1 is processed into through hole, also can be processed into screw, is processed with 3 fixed orifices 1 on right base plate 10, and fixed orifice 1 is processed into through hole, also can be processed into screw.The connecting relation of other parts and parts is identical with respective embodiments.
Principle of work of the present utility model is as follows:
When measuring the situation of change in crack 6 of tunnel lining concrete, earlier the utility model is fixed on the left and right sides in crack 6 with expansion bolt, also can adopt seccotine the utility model to be bonded in the left and right sides in crack 6, after the installation, keep upper right side plate 8 to be parallel to each other with upper left side plate 4, right plate 9 is parallel to each other with left plate 3, and right front side plate 7 is parallel to each other with left front side plate 5.Vertical range between upper right side plate 8 and the upper left side plate 4 is 1～10cm, and the fore-and-aft distance between left front side plate 5 and the right front side plate 7 is 1～10cm, and the lateral separation between left plate 3 and the right plate 9 is 5～15cm.During measurement, use vernier caliper to measure the preliminary survey number of the vertical range between upper right side plate 8 and the upper left side plate 4 one by one, the preliminary survey number of the fore-and-aft distance between left front side plate 5 and the right front side plate 7, the preliminary survey number of the lateral separation between left plate 3 and the right plate 9, every day or measure the actual measurement number of the vertical range between once upper right side plates 8 and the upper left side plate 4 every a couple of days with vernier caliper 11, the actual measurement number of the fore-and-aft distance between left front side plate 5 and the right front side plate 7, the actual measurement number of the lateral separation between left plate 3 and the right plate 9, laterally, vertically, the actual measurement number of vertical direction deducts respectively laterally, vertically, the preliminary survey number of vertical direction is crack 6 laterally, vertically, the development and change situation of vertical direction three-dimensional.Measure number of times more for a long time, averages.
Claims (5)
1, the three-dimensional measuring device in a kind of tunnel lining concrete crack, it is characterized in that: it comprises left bottom plate (2) and right base plate (10), go up setting and orthogonal left plate of left bottom plate (2) (3) and left front side plate (5) at left bottom plate (2), left bottom plate (2) upper end is provided with the upper left side plate (4) parallel with left bottom plate (2), go up setting and orthogonal right plate of right base plate (10) (9) and right front side plate (7) at right base plate (10), right base plate (10) upper end is provided with the upper right side plate (8) parallel with right base plate (10), vertical range between upper left side plate (4) and the upper right side plate (8) is 1～10cm, fore-and-aft distance between left front side plate (5) and the right front side plate (7) is 1～10cm, lateral separation between left plate (3) and the right plate (9) is 5～15cm, and it also comprises measurer or the strainmeter that is used to measure length.
2, according to the three-dimensional measuring device in the described tunnel lining concrete of claim 1 crack, it is characterized in that: the wherein vertical range between said upper left side plate (4) and the upper right side plate (8) is 2～9cm, wherein fore-and-aft distance between left front side plate (5) and the right front side plate (7) is 2～9cm, and the wherein lateral separation between left plate (3) and the right plate (9) is 6～14cm.
3, according to the three-dimensional measuring device in the described tunnel lining concrete of claim 1 crack, it is characterized in that: the wherein vertical range between said upper left side plate (4) and the upper right side plate (8) is 5cm, wherein fore-and-aft distance between left front side plate (5) and the right front side plate (7) is 5cm, and the wherein lateral separation between left plate (3) and the right plate (9) is 10cm.
4, according to the three-dimensional measuring device in the described tunnel lining concrete of claim 1 crack, it is characterized in that: on left bottom plate (2) and right base plate (10), be processed with 2 or 3 fixed orifices (1).
5, according to the three-dimensional measuring device in the described tunnel lining concrete of claim 1 crack, it is characterized in that: said measurer is for being manufactured with the measurer of length metering unit thereon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620079781 CN200952932Y (en) | 2006-09-13 | 2006-09-13 | Tunnel liner concrete crack three-dimensional measuring device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620079781 CN200952932Y (en) | 2006-09-13 | 2006-09-13 | Tunnel liner concrete crack three-dimensional measuring device |
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| CN200952932Y true CN200952932Y (en) | 2007-09-26 |
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| CN 200620079781 Expired - Fee Related CN200952932Y (en) | 2006-09-13 | 2006-09-13 | Tunnel liner concrete crack three-dimensional measuring device |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102538623A (en) * | 2010-12-09 | 2012-07-04 | 中国科学院地质与地球物理研究所 | Three-dimensional cracking instrument |
| CN105277095A (en) * | 2014-07-08 | 2016-01-27 | 兰州大学 | Apparatus of detecting tunnel lining free face spray layer whether to reach design requirement |
| CN106839955A (en) * | 2017-03-14 | 2017-06-13 | 中国电建集团西北勘测设计研究院有限公司 | A kind of Three-direction gap detector and method for monitoring concrete structure relative deformation |
| CN110220439A (en) * | 2019-06-11 | 2019-09-10 | 四川轻化工大学 | Crack measuring device for high-speed railway base inspection |
| CN110749264A (en) * | 2019-10-25 | 2020-02-04 | 杭州同圣土工材料有限公司 | Crack three-direction relative displacement measuring device and measuring method thereof |
-
2006
- 2006-09-13 CN CN 200620079781 patent/CN200952932Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102538623A (en) * | 2010-12-09 | 2012-07-04 | 中国科学院地质与地球物理研究所 | Three-dimensional cracking instrument |
| CN105277095A (en) * | 2014-07-08 | 2016-01-27 | 兰州大学 | Apparatus of detecting tunnel lining free face spray layer whether to reach design requirement |
| CN106839955A (en) * | 2017-03-14 | 2017-06-13 | 中国电建集团西北勘测设计研究院有限公司 | A kind of Three-direction gap detector and method for monitoring concrete structure relative deformation |
| CN110220439A (en) * | 2019-06-11 | 2019-09-10 | 四川轻化工大学 | Crack measuring device for high-speed railway base inspection |
| CN110749264A (en) * | 2019-10-25 | 2020-02-04 | 杭州同圣土工材料有限公司 | Crack three-direction relative displacement measuring device and measuring method thereof |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070926 Termination date: 20091013 |