CN212180145U - Sensor for measuring tearing test force of geotextile - Google Patents
Sensor for measuring tearing test force of geotextile Download PDFInfo
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- CN212180145U CN212180145U CN202020446020.2U CN202020446020U CN212180145U CN 212180145 U CN212180145 U CN 212180145U CN 202020446020 U CN202020446020 U CN 202020446020U CN 212180145 U CN212180145 U CN 212180145U
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- strain gauge
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Abstract
The utility model discloses a measure sensor that geotechnological cloth torn broken test power, a serial communication port, include: the device comprises an S-shaped beam structure, double connecting holes, an induction signal transmission line, a transmission line joint, a No. 1 strain gauge, a No. 2 strain gauge, a No. 3 strain gauge, a No. 4 strain gauge, an upper side stress joint and a lower side stress joint; the main structure of the sensor is an S-shaped double-connection-hole structure, and has the advantages of low cost, high precision, strong eccentricity resistance and good compactness; through tests, the linearity, the hysteresis quality and the repeatability of the sensor all meet the requirements; the sensor can be well matched with an MTS810 testing machine for use, and the tearing force of the geotextile can be accurately measured.
Description
Technical Field
The utility model belongs to the sensor field, a measure sensor that geotechnological cloth torn broken test power.
Background
Geotextile, also known as geotextile, is a water permeable geosynthetic material made of synthetic fibers by needling or weaving. The geotextile has the characteristics of high strength, corrosion resistance and good water permeability. The method is widely applied to civil engineering such as water conservancy, electric power, mines, roads, railways and the like.
The geotextile is under the action of tension, bursting force and tearing force in engineering, wherein the tension and bursting force are large, and the tension and the bursting force can be accurately measured by an MTS810 testing machine. Whereas the tear force is small, typically around 300N, which is not within the effective range of MTS810 testers (greater than 1000N). If a force sensor is used in cooperation with an MTS810 testing machine, the tested tearing force is converted into an electric signal through a strain gauge, the electric signal is converted into a digital signal through a strain gauge, strain data obtained through instant testing are input into a computer, and the data are processed through the computer, so that the tearing force of the geotextile is obtained, and the important application value is achieved. Due to the special requirements of the geotextile on the size and the structure of the force measuring device, a plurality of force sensors in the market cannot meet the requirement of system testing. Therefore, a special force sensor is designed, and the special force sensor can be used for measuring the tearing force of the geotextile and provides a test basis for engineering application of the geotextile.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model discloses a measure geotechnological cloth and tear sensor of test power, this sensor can be fine use with MTS810 testing machine is supporting, and sensor linearity, hysteresis quality, repeatability all satisfy the requirement.
In order to achieve the technical effects, the utility model discloses a realize through following technical scheme: the utility model provides a measure sensor of geotechnological cloth tear test power which characterized in that includes: the device comprises an S-shaped beam structure, double connecting holes, an induction signal transmission line, a transmission line joint, a No. 1 strain gauge, a No. 2 strain gauge, a No. 3 strain gauge, a No. 4 strain gauge, an upper side stress joint and a lower side stress joint;
the sensor is characterized in that the S-shaped beam structure is in the shape of a main structure of the sensor, a double-connection-hole structure is arranged in the middle of the S-shaped beam structure, one side of the S-shaped beam structure is connected with an induction signal transmission line, the head end of the induction signal transmission line is connected with a transmission line connector, a 1# strain gauge and a 2# strain gauge are attached to the upper side wall of the double-connection-hole side by side, a 3# strain gauge and a 4# strain gauge are attached to the lower side of the inner side wall of the double-connection-hole side by side, an upper stress connector is arranged in the middle of the upper part of the S-shaped beam structure, and a lower stress connector is arranged;
the sensor material is 45# steel with the yield limit of 410 MPa;
furthermore, the joint positions of the 1# strain gauge, the 2# strain gauge, the 3# strain gauge and the 4# strain gauge are the thinnest positions of the inner wall of the double-connected hole structure;
furthermore, the inner side walls of the upper side stress joint and the lower side stress joint are provided with thread structures;
furthermore, the No. 1 strain gauge, the No. 2 strain gauge, the No. 3 strain gauge and the No. 4 strain gauge are connected with the induction signal transmission line after being bridged;
the utility model has the advantages that: a sensor for measuring tearing test force of geotextile has an S-shaped double-connection-hole structure as a main body structure, and has the advantages of low cost, high precision, strong eccentricity resistance and good compactness; through tests, the linearity, the hysteresis quality and the repeatability of the sensor all meet the requirements; the sensor can be well matched with an MTS810 testing machine for use, and the tearing force of the geotextile can be accurately measured.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural diagram 1 of a sensor for measuring the tearing test force of geotextile;
FIG. 2 is a schematic structural diagram of a sensor for measuring the tearing test force of geotextile fabric 2;
FIG. 3 is a schematic structural dimension diagram of a sensor for measuring geotextile tear test force;
in the drawings, the components represented by the respective reference numerals are listed below:
the device comprises a 1-S-shaped beam structure, 2-double-connection holes, 3-induction signal transmission lines, 4-transmission line connectors, 5-1# strain gauges, 6-2# strain gauges, 7-3# strain gauges, 8-4# strain gauges, 9-upper side stress connectors and 10-lower side stress connectors.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1 to 3, a sensor for measuring a tearing test force of geotextile, comprising: the device comprises an S-shaped beam structure 1, a double-connection hole 2, an induction signal transmission line 3, a transmission line joint 4, a 1# strain gauge 5, a 2# strain gauge 6, a 3# strain gauge 7, a 4# strain gauge 8, an upper side stress joint 9 and a lower side stress joint 10;
the sensor is characterized in that the S-shaped beam structure 1 is in a main structure shape of the sensor, a double-connection hole 2 structure is formed in the middle of the S-shaped beam structure 1, an induction signal transmission line 3 is connected to one side of the S-shaped beam structure 1, a transmission line connector 4 is connected to the head end of the induction signal transmission line 3, a 1# strain gauge 5 and a 2# strain gauge 6 are attached to the upper portion of the inner side wall of the double-connection hole 2 side by side, a 3# strain gauge 7 and a 4# strain gauge 8 are attached to the lower portion of the inner side wall of the double-connection hole 2 side by side, an upper side stress connector 9 is formed in the middle of the upper portion of the S-shaped beam structure 1, and a lower side stress connector 10 is;
the sensor material is 45# steel with the yield limit of 410 MPa;
the joint positions of the No. 1 strain gauge 5, the No. 2 strain gauge 6, the No. 3 strain gauge 7 and the No. 4 strain gauge 8 are the thinnest positions of the inner wall of the double-connection hole 2 structure; the strain gauge is attached to the position to obtain larger strain output;
the inner side walls of the upper stress joint 9 and the lower stress joint 10 are provided with thread structures; can be connected with a stressed screw or a stressed bolt;
the No. 1 strain gauge 5, the No. 2 strain gauge 6, the No. 3 strain gauge 7 and the No. 4 strain gauge 8 are connected with the induction signal transmission line 3 after being bridged; the induction signal transmission line 3 is connected to the strain gauge;
in summary, the sensor for measuring the tearing test force of the geotextile has the advantages of low cost, high precision, strong eccentricity resistance and good compactness, and the main structure of the sensor is an S-shaped double-connection-hole structure; through tests, the linearity, the hysteresis quality and the repeatability of the sensor all meet the requirements; the sensor can be well matched with an MTS810 testing machine for use, and the tearing force of the geotextile can be accurately measured.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (4)
1. The utility model provides a measure sensor of geotechnological cloth tear test power which characterized in that includes: the device comprises an S-shaped beam structure (1), double connecting holes (2), an induction signal transmission line (3), a transmission line joint (4), a 1# strain gauge (5), a 2# strain gauge (6), a 3# strain gauge (7), a 4# strain gauge (8), an upper side stress joint (9) and a lower side stress joint (10);
the sensor is characterized in that the S-shaped beam structure (1) is in a main structure shape of the sensor, a double-connection hole (2) structure is formed in the middle of the S-shaped beam structure (1), an induction signal transmission line (3) is connected to one side of the S-shaped beam structure (1), a transmission line connector (4) is connected to the head end of the induction signal transmission line (3), a 1# strain gauge (5) and a 2# strain gauge (6) are attached to the upper portion of the inner side wall of the double-connection hole (2) side by side, a 3# strain gauge (7) and a 4# strain gauge (8) are attached to the lower portion of the inner side wall of the double-connection hole (2) side by side, an upper stress connector (9) is formed in the middle of the upper portion of the S-shaped beam structure (1), and a lower stress connector (10) is formed in;
the sensor material is 45# steel with the yield limit of 410 MPa.
2. The sensor for measuring the tearing test force of the geotextile according to claim 1, wherein the joint position of the 1# strain gauge (5), the 2# strain gauge (6), the 3# strain gauge (7) and the 4# strain gauge (8) is the thinnest part of the inner wall of the double-link hole (2) structure.
3. The sensor for measuring the tearing test force of the geotextile according to claim 1, wherein the inner side walls of the upper stressed joint (9) and the lower stressed joint (10) are provided with thread structures.
4. The sensor for measuring the tearing test force of the geotextile according to claim 1, wherein the No. 1 strain gauge (5), the No. 2 strain gauge (6), the No. 3 strain gauge (7) and the No. 4 strain gauge (8) are connected with the sensing signal transmission line (3) after being bridged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020446020.2U CN212180145U (en) | 2020-03-31 | 2020-03-31 | Sensor for measuring tearing test force of geotextile |
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CN202020446020.2U CN212180145U (en) | 2020-03-31 | 2020-03-31 | Sensor for measuring tearing test force of geotextile |
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CN212180145U true CN212180145U (en) | 2020-12-18 |
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CN202020446020.2U Expired - Fee Related CN212180145U (en) | 2020-03-31 | 2020-03-31 | Sensor for measuring tearing test force of geotextile |
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2020
- 2020-03-31 CN CN202020446020.2U patent/CN212180145U/en not_active Expired - Fee Related
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201218 |