PATENT CLAIM ANALYSIS

Application Number: 15744061
Application Type: Utility
Filing Date: 2018-01
Publication Date: 2018-12
Patent Classification: ["356", "612000"]

Abstract:
The present invention provides a full-roadway full-process full-cross-section deformation monitoring device and a monitoring method thereof, which are applicable to the field of roadway surface deformation monitoring. A monitoring station is deployed utilizing an anchor rope, a supporting frame and a rotary laser measuring device are connected via a threaded sleeve at the tail end of the anchor rope, the rotary laser measuring device can rotate and drive a laser range finder to rotate, the data of a plurality of cross sections can be measured at the same time with one monitoring station, the data is processed by computer programming, so that the measurement data is converted into coordinates in a three-dimensional coordinate system, and thereby full-roadway full-process full-cross-section digital imaging is realized. The monitoring method attains high measuring accuracy, involves very low artificial error, supports intuitive observation of dynamic roadway deformation condition, can provide accurate warning for roof pressure condition, and provides a technical guarantee for safety of the downhole workers.

Claim (Index 3):
The full-roadway full-process full-cross-section surface deformation monitoring device according to  claim 1 , wherein, the connecting sleeve ( 8 ) is in length of 200 to 300 mm, the large-diameter sleeve section ( 8 - 1 ) is in length of 150 mm to 200 mm, the length of the anchor rope hole ( 8 - 3 ) in the large-diameter sleeve section ( 8 - 1 ) is shorter than the length of the large-diameter sleeve section ( 8 - 1 ) by 20 mm to 30 mm, and the anchor rope hole ( 8 - 3 ) is fitted with the externally threaded sleeve ( 5 ) via threads; the length of the small-diameter sleeve section ( 8 - 2 ) is 50 mm to 100 mm, the length of the anchor rod hole ( 8 - 4 ) is the same as the length of the small-diameter sleeve section ( 8 - 2 ), and the anchor rod hole ( 8 - 4 ) is fitted with the short anchor rod ( 9 ) via threads; the cylindrical thin rod a ( 8 - 5 ) and the cylindrical thin rod b ( 8 - 6 ) are in length of 10 mm to 30 mm and in diameter of 10 mm, the cylindrical thin rod b is at 20 mm to 30 mm from a lower platform of the large-diameter sleeve section, and the spacing between the cylindrical thin rod a( 8 - 5 ) and the cylindrical thin rod b( 8 - 6 ) is 70 mm to 90 mm.

Metadata:
- Claim Count in Document: 1.0
- Percentile: 86.0
- Lexical Diversity: 1.72549
- Patent Class: 356.0
- Transitional Phrase Type: none
- Component Type: 0
- Foreign Priority: True
- Related Applications: ['15751411', '15168109', '15741259', '13710220', '15521841']

Analysis Scores:
- 35 USC 101 Eligibility (BERT): 0.6581830876570418
- 35 USC 102 Novelty (BERT): 0.4895514846271162
- Combined Prediction Score: 0.6413199273540493
- Mean Citation Score: 140.53186399999998
- Max Citation Score: 145.65697
- Similarity Product: 94.66155600272178

Labels:
- Claim Label 101: 1
- Claim Label 102: 1
- Claim Label 103: 1
- Claim Label 112: 1
- Combined Label: 1
- Label 101 Adjusted: 1

Dataset: test