Permeameter for impermeable detection of geotechnical cloth
By designing components such as clamping mechanisms, testing mechanisms and ultraviolet lamps, geotextile anti-permeability detection permeability instruments simulate changes in geotextiles in different environments, solving the problem of the inability to simulate external pressures and lack of control experiments in the prior art. Achieve more accurate and efficient penetration performance detection.
Patent Information
- Application Number
- CN202411774871.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-05
- Publication Date
- 2025-01-14
- Estimated Expiration
- 2044-12-05
AI Technical Summary
The existing permeable instruments for geotextile detection cannot simulate the impact of external pressure, water pressure, temperature and ultraviolet irradiation on permeability by geotextiles in actual use, and the lack of control experiments leads to inaccurate detection and waste of time.
A permeability instrument for anti-seepage detection of geotextiles was designed, using components such as clamping mechanisms, testing mechanisms and ultraviolet lamps to simulate the changes in the permeability performance of geotextiles under different environments, and form an independent detection space through the water storage frame and the test port. , realize the control experiments on different locations of the same geotextile.
The instrument can simulate the impact of various environmental factors on permeability of geotextiles in actual use, improves the accuracy and efficiency of detection, reduces experimental time, and provides more accurate permeability analysis.
Smart Images

Figure CN119309981A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of geotextiles, in particular to a permeameter for detecting the anti-penetration of geotextiles. Background Art
[0002] Geotextile, also known as geotextile, is a permeable geosynthetic material made of synthetic fibers through needle punching or weaving. The permeability of geotextile is an important hydraulic characteristic of geotextile, and is an important indicator in filtration standards and other related hydraulic designs. The good permeability and anti-filtration performance of geotextile can improve the seepage operation in the building and enhance the stability of the building, so geotextiles need to meet industry standards.
[0003] The permeability of geotextile during use is not only related to its own material, but also affected by the application environment, mainly including the degree of deformation of the geotextile after being subjected to external pressure, water pressure, temperature and ultraviolet radiation. The existing permeameters for geotextile testing only change the water pressure to observe the permeability of the geotextile. Simply changing the water pressure cannot simulate the permeability of the geotextile in actual use. In addition, when testing the permeability of geotextile, there is no control experiment in the same group of experiments, and an additional control experiment needs to be set up. If the control experiment is not done in the same experimental environment, it will not only waste the testing time but also lead to inaccurate control experiments.
[0004] Therefore, a permeameter for detecting the anti-penetration of geotextile is proposed. Summary of the invention
[0005] The purpose of the present invention is to provide a permeameter for detecting the anti-penetration of geotextiles, so as to solve the problem raised in the above background technology that the deformation degree of the geotextile after being subjected to external pressure, water pressure, temperature and changes in its permeability after ultraviolet irradiation cannot be simulated simultaneously.
[0006] To achieve the above-mentioned object, the present invention provides the following technical solutions: a permeameter for detecting the anti-penetration of geotextiles, comprising a cabinet and a control console fixedly connected to the top of the cabinet, a laboratory table fixedly connected to the top of the cabinet, a clamping mechanism for clamping a geotextile body and controlling the tension of the geotextile body is arranged on the outside of the laboratory table, and the clamping mechanism comprises a driving assembly and a clamping assembly; The top of the cabinet is fixedly connected to a support column, the top of the support column is fixedly connected to a support platform, the top of the support platform is fixedly connected to a cylinder, the output end of the cylinder is fixedly connected to a test mechanism for detecting the geotextile body, the test mechanism includes a mounting cylinder fixedly connected to the output end of the cylinder, the outer side of the mounting cylinder is integrally connected to a test cylinder, the bottom of the test cylinder is fixedly connected to a large test port and at least one small test port, the small test port is located on the outside of the test cylinder and is fixedly connected to a pressure frame, the small test port is located on the outside of the test cylinder and is fixedly connected to a limit plate, a spring is fixedly connected between the limit plate and the test cylinder, a jack is provided inside the small test port, and a latch is plugged inside the jack; A test bench is fixedly connected to the top of the experimental bench, a water storage frame for cooperating with a large test port and a small test port is fixedly connected to the top of the test bench, and at least one ultraviolet lamp is fixedly connected to the outer side of the water storage frame.
[0007] Preferably: a water storage barrel is arranged below the cabinet, a water inlet is arranged on the outside of the water storage barrel, a water pump is fixedly installed on the top of the water storage barrel, the water inlet of the water pump is connected with the water storage barrel through a pipeline, and the water outlet of the water pump is connected with the installation cylinder through a connecting pipe.
[0008] Preferably, a placement slot is provided inside the experimental table.
[0009] Preferably: the driving assembly includes a servo motor, a bidirectional lead screw and a driving block, the servo motor is fixedly connected to the outside of the experimental bench, the bidirectional lead screw is fixedly connected to the output end of the servo motor, and the bidirectional lead screw is arranged inside the placement groove, there are two driving blocks, one side of the driving block is connected to the positive thread groove on the bidirectional lead screw through a ball nut pair, and the other side of the driving block is connected to the reverse thread groove on the bidirectional lead screw through a ball nut pair.
[0010] Preferably, there are two groups of clamping assemblies, both groups of clamping assemblies include a first clamping plate, a second clamping plate and fixing bolts, one group of clamping assemblies is fixedly connected to the driving block on one side, and the other group of clamping assemblies is fixedly connected to the driving block on the other side.
[0011] Preferably: anti-slip grooves are provided on the corresponding sides of the first clamping plate and the second clamping plate, connecting grooves are provided at both ends of the first clamping plate, threaded holes are provided at both ends of the second clamping plate, and no threads are provided at the lower end of the fixing bolt. The fixing bolt is threadedly connected to the second clamping plate through the outer thread and the threaded hole on the second clamping plate, and the lower end of the fixing bolt is rotationally limited and connected to the connecting groove on the first clamping plate.
[0012] Preferably: there are six small test ports, there are six ultraviolet lamps, the six small test ports are distributed along the outer side of the large test port in an equidistant circle, there are seven water storage frames, the six water storage frames are distributed along the outer side of the water storage frame in the middle position in an equidistant circle, the large test port cooperates with the water storage frame in the middle position, and the six small test ports cooperate with the six water storage frames on the outer side respectively.
[0013] Compared with the prior art, the present invention has the following beneficial effects: 1. In the present invention, the geotextile body is clamped by the second clamping plate and the first clamping plate, and the rotation direction and number of turns of the servo motor are controlled when it is started. The two groups of first clamping plates and second clamping plates are driven to move closer to or away from each other by the bidirectional lead screw and the driving block, thereby simulating the two states of the geotextile body being stretched and not stretched, as well as the specific tension of the geotextile body after being stretched.
[0014] 2. In the present invention, the test mechanism is pushed to contact the geotextile body by controlling the air cylinder. At this time, the large test port and the small test port will respectively contact and fit with the corresponding water storage frames, so that the geotextile body to be tested is stuck under the corresponding test platform. At the same time, when the large test port and the small test port are fitted, an independent test space will be formed between the large test port, the small test port and the water storage frame corresponding to each other above and below, so that penetration tests can be carried out on different positions on the same geotextile body, and control experiments can be formed with each other, which is convenient for testers to observe and test different positions on the same geotextile body.
[0015] 3. In the present invention, since the three ultraviolet lamps are distributed along one side of the water storage frame, as shown in the experimental bench, the water storage frame located near the middle position of the three ultraviolet lamps and on the outside is most affected by ultraviolet rays, and the water storage frames located on both sides of the three ultraviolet lamps and on the outside are less affected by ultraviolet rays than the water storage frame in the middle. Therefore, when other test conditions are the same, there is no need to adjust the ultraviolet lamps, and the geotextile body in the independent detection space formed between the large test port and the small test port corresponding to each other above and below and the water storage frame can form a mutual control experiment.
[0016] 4. In the present invention, no matter whether the geotextile body is in a stretched state during testing, the pins on the three small test ports close to the ultraviolet lamp on one side can be pulled out. At this time, water drives the unrestricted small test ports to move down and squeeze on the geotextile body through the squeezing frame, thereby simulating the situation that the geotextile body is subjected to greater force at a certain position during actual use, and as the permeability experiment continues, the water inside the installation cylinder will gradually decrease, making the pressure of the unrestricted small test ports on the geotextile body smaller and smaller, simulating the situation that after the geotextile body is rained on or sprinkled with water, as the water on the geotextile body evaporates, the pressure of the water on the geotextile body on the geotextile body becomes smaller and smaller. When the above situation occurs, the restricted small test ports will not have any additional pressure on the geotextile body. At this time, a control experiment will be formed between the restricted small test ports and the unrestricted small test ports, which can facilitate the experimenter to observe the permeability of the geotextile body.
[0017] In summary, a variety of test modes are formed through the interrelated coordination between the clamping mechanism, the testing mechanism, the ultraviolet lamp and the water storage frame. Different modes are selected and adjusted according to the experimental needs, so as to simulate the different factors affecting the permeability of the geotextile. At the same time, when changing a single variable, different test areas in the same experiment can also form a control experiment with each other, so that the experimenters can better understand what factors affect the permeability of the geotextile through experimental data. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] Figure 1 It is a schematic diagram of the working state of the overall structure of the present invention after clamping the geotextile; Figure 2 It is a schematic diagram of the working state of the overall structure of the present invention without clamping the geotextile; Figure 3 Another perspective view of the external structure of the present invention; Figure 4 It is a schematic diagram of the connection structure of the test bench, the water storage frame and the ultraviolet lamp of the present invention; Figure 5 An exploded view of the connection state of the parts in the clamping mechanism of the present invention; Figure 6 It is a schematic cross-sectional structural diagram of the experimental platform of the present invention; Figure 7 It is a schematic diagram of the connection structure between the cylinder and the testing mechanism of the present invention; Figure 8 It is a three-dimensional diagram of the connection status of various parts in the testing mechanism of the present invention; Fig. 9 It is a cross-sectional schematic diagram of the connection status of various parts in the testing mechanism of the present invention.
[0019] In the figure: 1. Cabinet; 2. Console; 3. Water storage bucket; 31. Water pump; 32. Connecting pipe; 4. Experimental table; 41. Placement slot; 5. Support platform; 51. Support column; 6. Cylinder; 7. Clamping mechanism; 71. Servo motor; 72. Bidirectional lead screw; 73. Driving block; 74. First clamping plate; 75. Second clamping plate; 76. Fixing bolt; 8. Test mechanism; 81. Mounting tube; 82. Test tube; 83. Large test port; 84. Small test port; 85. Press frame; 86. Socket; 87. Latch; 88. Limit plate; 89. Spring; 9. Test bench; 10. Geotextile body; 11. Water storage frame; 12. Ultraviolet lamp. DETAILED DESCRIPTION
[0020] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0021] See also Figures 1 to 9 , the present invention provides a technical solution of a permeameter for geotextile anti-penetration detection: A permeameter for geotextile anti-penetration detection, comprising a cabinet 1 and a control console 2 fixedly connected to the top of the cabinet 1, a test bench 4 fixedly connected to the top of the cabinet 1, a clamping mechanism 7 for clamping a geotextile body 10 and controlling the tension of the geotextile body 10 is arranged on the outer side of the test bench 4, and the clamping mechanism 7 comprises a driving component and a clamping component; The top of the cabinet 1 is fixedly connected with a support column 51, the top of the support column 51 is fixedly connected with a support platform 5, the top of the support platform 5 is fixedly connected with a cylinder 6, the output end of the cylinder 6 is fixedly connected with a test mechanism 8 for detecting the geotextile body 10, the test mechanism 8 includes a mounting cylinder 81 fixedly connected to the output end of the cylinder 6, the outer side of the mounting cylinder 81 is integrally connected with a test cylinder 82, the bottom of the test cylinder 82 is fixedly connected with a large test port 83 and at least one small test port 84, the small test port 84 is located inside the test cylinder 82 and is fixedly connected with a pressure frame 85 on the outer side, the small test port 84 is located outside the test cylinder 82 and is fixedly connected with a limit plate 88 on the outer side, a spring 89 is fixedly connected between the limit plate 88 and the test cylinder 82, a socket 86 is provided inside the small test port 84, and a latch 87 is inserted inside the socket 86; A test bench 9 is fixedly connected to the top of the experimental bench 4 , a water storage frame 11 for use with the large test port 83 and the small test port 84 is fixedly connected to the top of the test bench 9 , and at least one ultraviolet lamp 12 is fixedly connected to the outside of the water storage frame 11 .
[0022] During operation, according to the experimental requirements, the pins 87 on the three small test ports 84 close to the ultraviolet lamp 12 on one side can be pulled out. At this time, the small test ports 84 are no longer restricted. Therefore, the water inside the installation tube 81 drives the small test ports 84 that are not restricted to move downward by squeezing the pressing frame 85. After the small test ports 84 move downward, they will squeeze on the geotextile body 10, thereby simulating the situation that a certain position of the geotextile body 10 is subjected to greater force during actual use. As the permeability experiment continues, the water inside the installation tube 81 will gradually decrease. At this time, the pressure of the water on the pressing frame 85 will become smaller and smaller. At the same time, as the spring 89 is reset, , which will make the pressure of the unrestricted small test port 84 on the geotextile body 10 smaller and smaller. This can also simulate the situation that after the geotextile body 10 is rained on or sprinkled with water, as the water on the geotextile body 10 evaporates, the pressure of the water on the geotextile body 10 on the geotextile body 10 becomes smaller and smaller. At the same time, during the above operation, the restricted small test port 84 will not have any additional pressure on the geotextile body 10. At this time, a control experiment will be formed between the restricted small test port 84 and the unrestricted small test port 84, which can facilitate the experimenter to observe the permeability of the geotextile body 10.
[0023] As an embodiment of the present invention, Figure 2 , Figure 3 and Figure 7 As shown, a water storage barrel 3 is arranged at the bottom of the cabinet 1, a water inlet is arranged on the outside of the water storage barrel 3, a water pump 31 is fixedly installed on the top of the water storage barrel 3, the water inlet of the water pump 31 is connected with the water storage barrel 3 through a pipeline, and the water outlet of the water pump 31 is connected with the installation tube 81 through a connecting pipe 32.
[0024] During operation, the water storage barrel 3 can be replenished with water through the water inlet. By setting up a water pump 31 and a connecting pipe 32, the water in the water storage barrel 3 can be transported to the inside of the installation cylinder 81 according to a certain gravity according to experimental requirements.
[0025] As an embodiment of the present invention, Figures 1 to 6As shown, a placement slot 41 is provided inside the experimental table 4, and a driving assembly includes a servo motor 71, a bidirectional lead screw 72 and a driving block 73. The servo motor 71 is fixedly connected to the outside of the experimental table 4, and the bidirectional lead screw 72 is fixedly connected to the output end of the servo motor 71, and the bidirectional lead screw 72 is arranged inside the placement slot 41. There are two driving blocks 73, one side driving block 73 is connected to the positive thread groove on the bidirectional lead screw 72 through a ball nut pair, and the other side driving block 73 is connected to the reverse thread groove on the bidirectional lead screw 72 through a ball nut pair. There are two groups of clamping assemblies, and both groups of clamping assemblies include a first clamping plate 74, a second clamping plate 75, and a second clamping plate 76. Two clamping plates 75 and fixing bolts 76, one group of clamping components is fixedly connected to the driving block 73 on one side, and the other group of clamping components is fixedly connected to the driving block 73 on the other side. Anti-slip grooves are provided on the corresponding sides of the first clamping plate 74 and the second clamping plate 75. Connecting grooves are provided at both ends of the first clamping plate 74, and threaded holes are provided at both ends of the second clamping plate 75. The lower end of the fixing bolt 76 is not threaded. The fixing bolt 76 is threadedly connected to the second clamping plate 75 through the outer thread and the threaded hole on the second clamping plate 75. The lower end of the fixing bolt 76 is rotationally limited and connected to the connecting groove on the first clamping plate 74.
[0026] During operation, the geotextile body 10 is placed between the second clamping plate 75 and the first clamping plate 74, and the geotextile body 10 is clamped by the second clamping plate 75 and the first clamping plate 74 after the fixing bolt 76 is rotated, and the rotation direction of the servo motor 71 is controlled when it is started, and the two groups of first clamping plates 74 and second clamping plates 75 are driven to approach or move away from each other through the bidirectional screw 72 and the driving block 73, thereby simulating the two states of the geotextile body 10 being stretched and not stretched. The specific tension of the geotextile body 10 after being stretched can also be controlled by controlling the number of rotations of the servo motor 71.
[0027] As an embodiment of the present invention, Figure 4 , Figure 7 , Figure 8 and Fig. 9 As shown, there are six small test ports 84, there are six ultraviolet lamps 12, the six small test ports 84 are distributed along the outer side of the large test port 83 at equal intervals, there are seven water storage frames 11, and the six water storage frames 11 are distributed along the outer side of the middle water storage frame 11 at equal intervals, the large test port 83 cooperates with the middle water storage frame 11, and the six small test ports 84 cooperate with the six outer water storage frames 11 respectively.
[0028] When working, the test mechanism 8 is pushed to contact the geotextile body 10 by controlling the air cylinder 6. At this time, the large test port 83 and the small test port 84 will contact and fit with the corresponding water storage frame 11 respectively, so that an independent detection space is formed between the large test port 83, the small test port 84 and the water storage frame 11 corresponding to each other above and below, and the penetration test can be carried out at different positions on the same geotextile body 10, and a control experiment can be formed between them. Turn on the ultraviolet lamp 12. Since the three ultraviolet lamps 12 are distributed along one side of the water storage frame 11, Figure 4 As shown, the water storage frame 11 located near the middle position of the three ultraviolet lamps 12 and located on the outside is most affected by the ultraviolet rays, and the water storage frames 11 located on both sides of the three ultraviolet lamps 12 and located on the outside are less affected by the ultraviolet rays than the water storage frame 11 in the middle position. Therefore, under the same other test conditions, it is not necessary to adjust the ultraviolet lamp 12, and the geotextile body 10 in the independent detection space formed between the upper and lower corresponding large test ports 83, the small test ports 84 and the water storage frame 11 can form a mutual control experiment; After the experiment is over, the permeability of the geotextile body 10 can be clearly known by observing the water content in the corresponding water storage frame 11 .
[0029] Working principle: When working, first rotate the fixing bolt 76 to separate the second clamping plate 75 from the first clamping plate 74, then place the geotextile body 10 between the second clamping plate 75 and the first clamping plate 74, then reversely rotate the fixing bolt 76 to clamp the geotextile body 10 through the second clamping plate 75 and the first clamping plate 74, and control the rotation direction of the servo motor 71 when it is started. After the servo motor 71 is started, it will drive the two groups of first clamping plates 74 and second clamping plates 75 to move closer to or away from each other through the bidirectional lead screw 72 and the drive block 73, thereby simulating the two states of the geotextile body 10 being stretched and not stretched. After the adjustment is completed, turn off the servo motor 71; After the servo motor 71 is turned off, the cylinder 6 is controlled to work. After the cylinder 6 works, the test mechanism 8 is pushed to contact the geotextile body 10. At this time, the large test port 83 and the small test port 84 are respectively in contact with and fitted with the corresponding water storage frame 11, so that the geotextile body 10 of the part to be tested is stuck under the corresponding test platform. At the same time, when the large test port 83 and the small test port 84 are fitted, an independent test space is formed between the large test port 83 and the small test port 84 corresponding to each other above and below and the water storage frame 11, so that the penetration test can be carried out on different positions on the same geotextile body 10, and a control experiment can be formed between them, so that the test personnel can observe and test different positions on the same geotextile body 10. Turn on the ultraviolet lamp 12. Since the three ultraviolet lamps 12 are distributed along one side of the water storage frame 11, as shown in the experimental table 4, the water storage frame 11 located near the middle position of the three ultraviolet lamps 12 and located on the outside is most affected by ultraviolet rays, and the water storage frames 11 located on both sides of the three ultraviolet lamps 12 and located on the outside are less affected by ultraviolet rays than the water storage frame 11 in the middle. Therefore, under the same other test conditions, there is no need to adjust the ultraviolet lamp 12, and the geotextile body 10 in the independent detection space formed between the upper and lower corresponding large test ports 83 and small test ports 84 and the water storage frame 11 can form a mutual control experiment; When the geotextile body 10 is stretched or not, and regardless of whether the geotextile body 10 is in a stretched state during testing, the pins 87 on the three small test ports 84 close to the ultraviolet lamp 12 on one side can be pulled out. At this time, the small test ports 84 are no longer restricted, and then the water inside the installation tube 81 will pass through the squeezing frame 85. Since the three small test ports 84 are no longer restricted, the water drives the small test ports 84 that are not restricted to move downward through the squeezing frame 85. After moving downward, the small test ports 84 will be squeezed on the geotextile body 10, thereby simulating the situation that a certain position of the geotextile body 10 is subjected to greater force during actual use, and as the permeability experiment continues, the water inside the installation tube 81 will gradually At this time, the pressure of water on the pressure frame 85 will become smaller and smaller. At the same time, with the reset of the spring 89, the pressure of the small test port 84 that is not limited on the geotextile body 10 will become smaller and smaller. This can also simulate the situation that after the geotextile body 10 is rained on or sprinkled with water, as the water on the geotextile body 10 evaporates, the pressure of the water on the geotextile body 10 on the geotextile body 10 becomes smaller and smaller. At the same time, when the above situation occurs, the limited small test port 84 will not have any additional pressure on the geotextile body 10. At this time, a control experiment will be formed between the limited small test port 84 and the unrestricted small test port 84, which can facilitate the experimenter to observe the permeability of the geotextile body 10.
[0030] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A permeameter for detecting the penetration resistance of geotextiles, comprising a cabinet (1) and a control console (2) fixedly connected to the top of the cabinet (1), a laboratory table (4) fixedly connected to the top of the cabinet (1), a support column (51) fixedly connected to the top of the cabinet (1), a support platform (5) fixedly connected to the top of the support column (51), a cylinder (6) fixedly connected to the top of the support platform (5), characterized in that: A clamping mechanism (7) disposed outside the test bench (4) and used for clamping the geotextile body (10) and controlling the tension of the geotextile body (10), the clamping mechanism (7) comprising a driving component and a clamping component; A testing mechanism (8) is fixedly mounted on the output end of the cylinder (6) and is used to detect the geotextile body (10). The testing mechanism (8) comprises a mounting tube (81) fixedly connected to the output end of the cylinder (6). The outer side of the mounting tube (81) is integrally connected to a testing tube (82). The bottom of the testing tube (82) is fixedly connected to a large testing port (83) and at least one small testing port (84). The outer side of the small testing port (84) located inside the testing tube (82) is fixedly connected to a pressure frame (85). The outer side of the small testing port (84) located outside the testing tube (82) is fixedly connected to a limiting plate (88). A spring (89) is fixedly connected between the limiting plate (88) and the testing tube (82). A plug hole (86) is provided inside the small testing port (84), and a latch (87) is inserted into the plug hole (86). A test bench (9) is fixedly connected to the top of the experimental bench (4), a water storage frame (11) for use with the large test port (83) and the small test port (84) is fixedly connected to the top of the test bench (9), and at least one ultraviolet lamp (12) is fixedly connected to the outside of the water storage frame (11).
2. A geotextile anti-penetration detection permeameter according to claim 1, characterized in that: A water storage barrel (3) is arranged below the cabinet (1), a water inlet is arranged on the outside of the water storage barrel (3), a water pump (31) is fixedly installed on the top of the water storage barrel (3), the water inlet of the water pump (31) is connected to the water storage barrel (3) through a pipeline, and the water outlet of the water pump (31) is connected to the installation cylinder (81) through a connecting pipe (32).
3. The permeameter for detecting the anti-penetration of geotextile according to claim 1, characterized in that: A placement groove (41) is provided inside the experimental table (4).
4. The permeameter for detecting the anti-penetration of geotextile according to claim 3, characterized in that: The driving assembly comprises a servo motor (71), a bidirectional lead screw (72) and a driving block (73); the servo motor (71) is fixedly connected to the outside of the experimental table (4); the bidirectional lead screw (72) is fixedly connected to the output end of the servo motor (71); and the bidirectional lead screw (72) is arranged inside the placement groove (41); there are two driving blocks (73); one side of the driving block (73) is connected to the positive thread groove on the bidirectional lead screw (72) through a ball nut pair; and the other side of the driving block (73) is connected to the negative thread groove on the bidirectional lead screw (72) through a ball nut pair.
5. A geotextile anti-penetration detection permeameter according to claim 4, characterized in that: There are two groups of clamping assemblies, and both groups of clamping assemblies include a first clamping plate (74), a second clamping plate (75) and a fixing bolt (76). One group of clamping assemblies is fixedly connected to the driving block (73) on one side, and the other group of clamping assemblies is fixedly connected to the driving block (73) on the other side.
6. A geotextile anti-penetration tester according to claim 5, characterized in that: The first clamping plate (74) and the second clamping plate (75) are both provided with anti-slip grooves on their corresponding sides, the first clamping plate (74) is provided with connecting grooves at both ends, the second clamping plate (75) is provided with threaded holes at both ends, the lower end of the fixing bolt (76) is not provided with threads, the fixing bolt (76) is threadedly connected to the second clamping plate (75) through the outer thread and the threaded hole on the second clamping plate (75), and the lower end of the fixing bolt (76) is rotationally limited and connected to the connecting groove on the first clamping plate (74).
7. The permeameter for detecting the anti-penetration of geotextile according to claim 1, characterized in that: The number of the small test ports (84) is six, the number of the ultraviolet lamps (12) is six, the six small test ports (84) are distributed along the outer circumference of the large test port (83) at equal intervals, the number of the water storage frames (11) is seven, the six water storage frames (11) are distributed along the outer circumference of the water storage frame (11) at a middle position at equal intervals, the large test port (83) cooperates with the water storage frame (11) at the middle position, and the six small test ports (84) cooperate with the six outer water storage frames (11) respectively.
Citation Information
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