CN107314932B - Modularized fatigue test field, matched device and fatigue test method - Google Patents

Modularized fatigue test field, matched device and fatigue test method Download PDF

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Publication number
CN107314932B
CN107314932B CN201710456943.9A CN201710456943A CN107314932B CN 107314932 B CN107314932 B CN 107314932B CN 201710456943 A CN201710456943 A CN 201710456943A CN 107314932 B CN107314932 B CN 107314932B
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bottom plate
base
module unit
accessory module
test piece
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CN107314932A (en
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袁周致远
吉伯海
傅中秋
刘天笳
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Hohai University HHU
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Hohai University HHU
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/02Details
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/003Generation of the force
    • G01N2203/005Electromagnetic means
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058Kind of property studied
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0073Fatigue
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/0202Control of the test
    • G01N2203/0208Specific programs of loading, e.g. incremental loading or pre-loading
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/04Chucks, fixtures, jaws, holders or anvils
    • G01N2203/0441Chucks, fixtures, jaws, holders or anvils with dampers or shock absorbing means
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/04Chucks, fixtures, jaws, holders or anvils
    • G01N2203/0464Chucks, fixtures, jaws, holders or anvils with provisions for testing more than one specimen at the time

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The invention discloses a modularized fatigue test site, a matched device and a fatigue test method, wherein the modularized fatigue test site and the matched device comprise a base, a bottom plate, a plurality of shock absorption and isolation modules and a plurality of accessory module units; the base plate is arranged above the base through a detachable connecting piece, and a plurality of shock absorption and insulation modules are arranged between the lower surface of the base plate and the base; the upper surface of the bottom plate is provided with a plurality of accessory module units, the positions of the accessory module units on the bottom plate are adjustable, and the accessory module units are provided with fixing parts for installing workpieces. According to the invention, the shock absorption and insulation module is arranged between the bottom plate and the base, so that the integral vibration in the fatigue test process can be effectively reduced, and the influence on the outside is reduced.

Description

Modularized fatigue test field, matched device and fatigue test method
Technical Field
The invention belongs to the field of fatigue tests, and particularly relates to a modularized fatigue test method, a field and a matched device thereof.
Background
Fatigue of structures and materials is currently one of the most common phenomena in many fields, especially in the engineering field. Because the existing numerical simulation technology is difficult to effectively reflect the specific process of fatigue damage and the randomness in the fatigue damage process, the research of fatigue is still mostly based on fatigue tests. The conventional fatigue test equipment mostly adopts a hydraulic servo test device, but because the frequency of hydraulic servo loading is lower, the fatigue test period is longer, and the large-batch development of fatigue test research is restricted. In recent years, a mechanical fatigue testing machine based on a vibration motor is developed abroad, the current situations of long fatigue test research period and high cost are improved to a certain extent, the number of fatigue test researches is quickened, and the research quality is improved. However, due to the fact that the earlier-stage related researches on the mechanical fatigue testing machine are less, the fatigue testing machine has large vibration influence and low equipment applicability in actual use, and is difficult to meet the requirement of a large-scale fatigue test, and meanwhile, the novel mechanical fatigue testing machine is lack of corresponding fields and management technology to adapt to the test work requirement of the novel mechanical fatigue testing machine. Therefore, in order to reduce the influence of the test process of the fatigue testing machine on external vibration and adapt to the loading requirements of different test piece sizes, a corresponding fatigue testing site and matched equipment thereof are required to be provided, so that the self characteristics of the mechanical fatigue testing machine are fully exerted, the testing efficiency and safety are improved, and the rationalization and diversification of the fatigue test are realized.
Disclosure of Invention
The invention aims to: the invention provides a modularized fatigue test field and a matched device aiming at the existing fatigue test.
The technical scheme is as follows: in order to solve the technical problems, the modularized fatigue test field and the matched device adopt the following technical scheme:
a modularized fatigue test site and a matched device comprise a base, a bottom plate, a plurality of shock absorption and isolation modules and a plurality of accessory module units; the base plate is arranged above the base through a detachable connecting piece, and a plurality of shock absorption and insulation modules are arranged between the lower surface of the base plate and the base; the upper surface of the bottom plate is provided with a plurality of accessory module units, the positions of the accessory module units on the bottom plate are adjustable, and the accessory module units are provided with fixing parts for installing workpieces.
Preferably, the shock absorption and isolation module is a cylindrical shock absorption rubber block; the base is provided with a plurality of damping rubber lower fixing ends for installing damping isolation modules, and the lower surface of the bottom plate is provided with damping rubber upper fixing ends at the corresponding positions of the damping rubber lower fixing ends; the upper and lower ends of the damping rubber block are respectively and correspondingly arranged between the lower plate surface of the bottom plate and the base through the fixation of the upper fixed end of the damping rubber body and the lower fixed end of the damping rubber body.
Preferably, the floor includes more than one floor module unit; the base comprises more than one base module unit; the base module units are arranged in one-to-one correspondence with the base module units; and when the bottom plate module unit comprises more than two, two adjacent bottom plate module units are assembled through the bottom plate connecting structure.
Preferably, the bottom plate connecting structure comprises a bottom plate connecting plate, and two ends of the bottom plate are correspondingly connected and fixed with two adjacent bottom plate module units through two-way threaded rod assemblies; the bidirectional threaded rod assembly comprises a bidirectional threaded rod, a first locking nut and a second locking nut, and the rotation directions of the first locking nut and the second locking nut are opposite; the bidirectional threaded rod is a stepped threaded rod and comprises a lower part of the bidirectional threaded rod which can be in threaded fit with the first locking nut and an upper part of the bidirectional threaded rod which can be in threaded fit with the second locking nut, and the external thread diameter of the lower part of the bidirectional threaded rod is smaller than that of the upper part of the bidirectional threaded rod; the lower part of the bidirectional threaded rod is screwed and fixed with the first lock nut, the bottom plate connecting plate and the bottom plate module unit in sequence, a gasket is arranged between the first lock nut and the stepped surface of the bidirectional threaded rod, and the upper part of the bidirectional threaded rod is screwed and fixed with the second lock nut.
Preferably, a plurality of base plate-fitting bolt holes distributed in a rectangular array are arranged on the base plate module unit, and the distances between two adjacent base plate-fitting bolt holes are consistent.
Preferably, the bottom plate module unit is rectangular, and four corner positions of the bottom plate module unit are respectively provided with a bottom plate-base bolt hole; the base is provided with a base plate connecting rod at the corresponding position of each base plate-base seat bolt hole, and the base plate connecting rod passes through the base plate-base seat bolt hole and is locked by a base plate nut.
Preferably, the two types of accessory module units are respectively an accessory module unit I and an accessory module unit II; wherein: the accessory module unit I and the accessory module unit II are hollow block structures with square sections, the length of the side wall of the accessory module unit I is larger than that of the side wall of the accessory module unit II, four fixing holes a are arranged on each side wall of the accessory module unit I, six interval fixing holes b are respectively arranged on each side wall of the accessory module unit II, the inner diameters of the fixing holes a and the inner diameters of the fixing holes b are consistent, and the interval between every two adjacent fixing holes a and the interval between every two adjacent fixing holes b on the side wall of the accessory module unit I are consistent with the interval between every two adjacent bottom plate-accessory bolt holes on the bottom plate.
Preferably, the bottom plate is rectangular, and the four outer side edges of the bottom plate are all provided with tracks; one group of the four outer side edges is relatively parallel to the other side edges and is slidably provided with a portal frame, more than two multifunctional chucks are arranged on a cross beam of the portal frame, and the multifunctional chucks can suspend a test piece to be tested through ropes.
Another technical object of the present invention is to provide a fatigue testing method based on a modularized fatigue testing site and a matched device, comprising the following steps:
the first step: classifying the test pieces to be tested into small test pieces, segment bending test pieces and full-scale test pieces according to the different sizes and shapes of the test pieces to be tested;
and a second step of: preparing a base and a bottom plate with proper sizes for various test pieces, and determining the types, the numbers and the positions of accessory module units which are arranged on the bottom plate and are used for installing the test pieces to be tested;
wherein:
for a small test piece, the small test piece is arranged on the bottom plate through a cantilever of the accessory module unit;
for the segment test piece, two ends of the segment test piece are respectively arranged on the bottom plate through one accessory module unit, and the two accessory module units can be positioned on a straight line where the segment test piece is positioned;
for a segmental bending test piece, two ends of the segmental bending test piece are respectively arranged on the bottom plate through one accessory module unit, and the two accessory module units can be positioned on an arc where the segmental bending test piece is positioned;
for the full-scale test piece, a group of parallel side edges of the full-scale test piece are respectively and fixedly arranged on the bottom plate through a row of accessory module units;
and a third step of: determining proper base, base plate, and type, number and position of accessory module units arranged on the base plate for installing test equipment according to a fatigue test scheme;
fourth step: comprehensively considering the data determined in the second step and the third step, and finally determining the sizes of the base and the bottom plate and the connection relation among all the bottom plate module units forming the bottom plate;
fifth step: assembling the finally determined base, base plate and accessory module unit;
sixth step: fatigue testing was started.
The beneficial effects are that:
1. the vibration reduction and isolation module provided by the invention can effectively reduce the integral vibration in the fatigue test process and reduce the influence on the outside.
2. The invention provides an independent fatigue test site module, which independently works and jointly works each fatigue test site module through a base module unit, a bottom plate module unit, an accessory module, a bottom plate connecting plate and a bidirectional threaded rod, and solves the unreasonable situation of the design and planning of the existing fatigue test sites.
3. Through the diversified cooperation of connecting plate, satisfied fatigue test diversified demand.
Drawings
FIG. 1 is an exploded view of a fatigue testing module according to the present invention;
FIG. 2 is a perspective view of a fatigue testing module according to the present invention;
FIG. 3 is a perspective view of the accessory module unit of the present invention;
FIG. 4 is a schematic view of the assembly module unit and test piece combination of the present invention;
FIG. 5 is an exploded view of the floor connecting plate of the present invention;
FIG. 6 is a cross-sectional view of the base plate connection plate and bi-directional threaded rod of the present invention;
FIG. 7 is a modular fatigue test site segment test embodiment one of the present invention;
FIG. 8 is a modular fatigue test site segment trial embodiment II of the present invention;
FIG. 9 is a modular fatigue test site segment trial embodiment III of the present invention;
FIG. 10 is a modular fatigue test site full-scale test specimen test embodiment of the present invention;
FIG. 11 is a modular fatigue test site of the present invention in a different type of test piece testing embodiment;
FIG. 12 is an embodiment of a modular fatigue test site and laboratory crane kit of the present invention;
in fig. 1 and 2, 1, a base module unit; 11. a damping rubber lower fixed end; 12. a base plate connecting rod; 121. base-floor bolt holes; 122. a rubber ring; 123. a base plate bolt; 2. a floor module unit; 21. a damping rubber upper fixed end; 22. a bottom plate-bottom plate bolt hole; 23. a bottom plate-fitting bolt hole; 3b, an accessory module unit II; 31. fitting module unit bolt holes; 32. a rubber pad; 331. a small test piece; 4. a shock absorbing and isolating module;
in fig. 3 and 4, 3a, fitting module unit i;
in fig. 5 and 6, 24, annular rubber pad; 5. a bottom plate connecting plate; 6. a two-way threaded rod; 6a, the lower part of the bidirectional threaded rod; 6b, the upper part of the bidirectional threaded rod; 61. a clockwise nut; 62. a counterclockwise nut; 63. a gasket;
in fig. 7, 8 and 9, 332, segment test pieces; 7. a vibration motor; 8. an auxiliary loading device; 81. auxiliary cushion blocks;
in fig. 10, 11 and 12, 333, full-scale test pieces; 334. bending the test piece by the segment; 9. a door frame; 91. a track; 92. a multifunctional chuck; 93. a rope.
Detailed Description
The present invention is further illustrated in the accompanying drawings and detailed description which are to be understood as being merely illustrative of the invention and not limiting of its scope, and various modifications of the invention, which are equivalent to those skilled in the art upon reading the invention, will fall within the scope of the invention as defined in the appended claims.
Example 1
As shown in fig. 1 and 2, the modular fatigue test site and the associated apparatus include a base module unit 1, a floor module unit 2, and accessory module units 3a, 3b and a shock absorbing and insulating module unit 4. The base module unit 1 comprises a shock-absorbing rubber lower fixed end 11 and a bottom plate connecting rod 12, wherein the bottom plate connecting rod 12 comprises a base-bottom plate bolt hole 121, a rubber ring 122 and a bottom plate bolt 123. The floor module unit 2 includes a damping rubber upper fixed end 21, a floor-to-floor bolt hole 22, and a floor-to-fitting bolt hole 23. The fitting module units 3a, 3b include fitting module unit bolt holes 31, rubber pads 32. The shock absorbing and insulating module unit 4 is installed between the base module unit 1 and the floor module unit 2, and is connected with the base module unit 1 and the floor module unit 2 through the shock absorbing rubber lower fixing end 11 and the shock absorbing rubber upper fixing end 21.
Fig. 3 and 4 show two basic fitting module units 3a, 3b, namely a fitting module unit i 3a and a fitting module unit ii 3b. Wherein the fitting module unit can be self-designed and customized according to different test requirements under the condition of meeting the basic requirements of the base plate module unit 2. Rubber pads 32 are arranged between the accessory module units 3a and 3b and the different test pieces 331, 332, 333 and 334, and the functions of damping and reducing abrasion are achieved through high-strength bolt connection. The fitting module units 3a, 3b can be combined differently to change the loading height and realize the test loading requirements at different positions. Fig. 4 shows an exemplary embodiment of two of the fitting module units ii 3b for achieving the vertical loading requirement of the mini test piece 331 by stacking.
As shown in fig. 5 and 6, the base plate connecting plate 5 is a rectangular steel plate, and includes a bidirectional threaded rod 6, a clockwise nut 61, a counterclockwise nut 62 and a washer 63. An annular rubber pad 24 is provided between adjacent floor module units 2. When the base plate connecting plates 5 are not connected, vibration between the adjacent base plate module units 2 is independent from each other, that is, independent fatigue tests can be performed on each base plate module unit 2, so that vibration isolation is achieved, and mutual abrasion between the adjacent base plate module units 2 is reduced. When the adjacent bottom plate module units 2 are fixedly connected through the floor connecting plates 5 and the bidirectional threaded rods 6, the adjacent bottom plate module units 2 can form a whole, so that the deformation and vibration of the adjacent bottom plate module units 2 are kept consistent, the fatigue test of a segment or full-scale test piece is facilitated to be carried out, and the functional distinction of different fatigue test sites is realized. The bidirectional threaded rod 6 is a whole body, but the upper and lower sizes of the bidirectional threaded rod are inconsistent, the bidirectional threaded rod is divided into a lower part 6a of the bidirectional threaded rod and an upper part 6b of the bidirectional threaded rod, counterclockwise threads and clockwise threads are respectively arranged, and unidirectional locking is realized through a counterclockwise nut 62 and a clockwise nut 61. The connection of the fitting module units 3a, 3b to the floor module unit 2 is also made using the bidirectional threaded rod 6.
As shown in FIG. 7, a segment test piece according to the present invention is shown in a fatigue test example I. The adjacent bottom plate module units 2 are fixed in the width direction through the bottom plate connecting plates 5, and the bottom plate connecting plates 5 in other directions are disconnected, so that the single bottom plate module units 2 are expanded, and the common work is realized. This development may develop fatigue testing of the segment test piece 332.
As shown in FIG. 8, a segment test piece according to the present invention is shown in a fatigue test example II. By superposing the accessory module units II 3b, the test clear height of the segment test piece 332 can be increased, the requirements of observing and detecting fatigue cracks on the lower part of the top plate in the fatigue test process can be met, and other auxiliary equipment with higher height can be arranged.
As shown in FIG. 9, a segment test piece according to the present invention is shown in fatigue test example III. In order to meet the requirement of multi-point loading or equal-phase loading, on the basis of the arrangement of the first embodiment, loading modules can be separately arranged at two sides of the test site, and multi-point or equal-phase loading is realized through the mutual matching of the accessory module units 3a and 3b, the auxiliary loading device 8 and the auxiliary cushion 81. Each auxiliary loading device 8 is not connected to the floor module unit 2 in use, ensuring independence of loading points.
As shown in FIG. 10, a full-scale test piece of the present invention is an example of a fatigue test. By combining a plurality of base plate module units 2, in this embodiment, 6 base plate module units are adopted, so that the test requirements can be further expanded, and the loading requirements of the full-scale test piece 333 can be satisfied. Meanwhile, the adjacent sides of the 6 base plate module units 2 are connected through the base plate connecting plates 5, so that the common work of the 6 base plate module units 2 is realized, and the uncoordinated vibration in the test process is prevented.
As shown in FIG. 11, there are various test piece test examples of the present invention. The fatigue test site can be provided with a plurality of module sites according to the actual site size. By arranging the bottom plate connecting plate 5, a plurality of module sites can be spliced and disconnected, so that the loading of different types of test pieces 331, 332 and 334 under the same site can be realized without mutual interference.
As shown in fig. 12, an example of a test site of the present invention is tested in conjunction with a laboratory crane. According to laboratory conditions, the test site can be matched with a laboratory crane system. The rail 91 is arranged at the edge of the test field, the door frame 9 with a certain size can be arranged at the upper part of the rail 91, and the multifunctional clamping head 92 is arranged at the same time. Depending on the equipment installed on the multifunctional chuck 92, the full-length test piece 333 may be hoisted, transported, and placed. Thicker test pieces, such as full-scale test pieces with pavement, may be loaded when the hydraulic jack is installed on the multifunctional clamp 92.
The fatigue test method based on the modularized fatigue test field and the matched device comprises the following steps:
the first step: classifying the test pieces to be tested into small test pieces, segment bending test pieces and full-scale test pieces according to the different sizes and shapes of the test pieces to be tested;
and a second step of: preparing a base and a bottom plate with proper sizes for various test pieces, and determining the types, the numbers and the positions of accessory module units which are arranged on the bottom plate and are used for installing the test pieces to be tested;
wherein:
for a small test piece, the small test piece is arranged on the bottom plate through a cantilever of the accessory module unit;
for the segment test piece, two ends of the segment test piece are respectively arranged on the bottom plate through one accessory module unit, and the two accessory module units can be positioned on a straight line where the segment test piece is positioned;
for a segmental bending test piece, two ends of the segmental bending test piece are respectively arranged on the bottom plate through one accessory module unit, and the two accessory module units can be positioned on an arc where the segmental bending test piece is positioned;
for the full-scale test piece, a group of parallel side edges of the full-scale test piece are respectively and fixedly arranged on the bottom plate through a row of accessory module units;
and a third step of: determining proper base, base plate, and type, number and position of accessory module units arranged on the base plate for installing test equipment according to a fatigue test scheme;
fourth step: comprehensively considering the data determined in the second step and the third step, and finally determining the sizes of the base and the bottom plate and the connection relation among all the bottom plate module units forming the bottom plate;
fifth step: assembling the finally determined base, base plate and accessory module unit;
sixth step: fatigue testing was started.

Claims (8)

1. A modularized fatigue test site and a matched device are characterized by comprising a base, a vibrating motor, a bottom plate, a plurality of shock absorption and isolation modules and a plurality of accessory module units; the base plate is arranged above the base through a detachable connecting piece, and a plurality of shock absorption and insulation modules are arranged between the lower surface of the base plate and the base; the upper surface of the bottom plate is provided with a plurality of accessory module units, the positions of the accessory module units on the bottom plate are adjustable, and the accessory module units are provided with fixing parts for installing workpieces;
the base plate comprises more than one base plate module unit; the base comprises more than one base module unit; the base module units are arranged in one-to-one correspondence with the base module units; when the bottom plate module units comprise more than two bottom plate module units, the two adjacent bottom plate module units are assembled through the bottom plate connecting structure and/or are mutually independent;
the accessory module units are of two types, namely an accessory module unit I and an accessory module unit II;
the test piece to be tested is arranged on the bottom plate module unit through the accessory module unit II, and the test piece to be tested is fastened with the accessory module unit II and the bottom plate module unit through bidirectional threaded rods;
the vibrating motor is lapped on a test piece to be tested through one end of the auxiliary loading device, the other end of the auxiliary loading device is supported above the bottom plate module unit through the accessory module unit I, an auxiliary cushion block is arranged between the auxiliary loading device and the accessory module unit I, and each auxiliary loading device is not connected with the bottom plate module unit at the position, so that the independence of loading points is ensured.
2. The modular fatigue test site and associated device of claim 1, wherein the shock absorbing and isolating module is a cylindrical shock absorbing rubber block; the base is provided with a plurality of damping rubber lower fixing ends for installing damping isolation modules, and the lower surface of the bottom plate is provided with damping rubber upper fixing ends at the corresponding positions of the damping rubber lower fixing ends;
the upper and lower ends of the damping rubber block are respectively and correspondingly arranged between the lower plate surface of the bottom plate and the base through the fixation of the upper fixed end of the damping rubber body and the lower fixed end of the damping rubber body.
3. The modular fatigue test site and the matching device according to claim 2, wherein the bottom plate connecting structure comprises a bottom plate connecting plate, and two ends of the bottom plate are correspondingly connected and fixed with two adjacent bottom plate module units through a bidirectional threaded rod assembly; the bidirectional threaded rod assembly comprises a bidirectional threaded rod, a first locking nut and a second locking nut, and the rotation directions of the first locking nut and the second locking nut are opposite; the bidirectional threaded rod is a stepped threaded rod and comprises a lower part of the bidirectional threaded rod which can be in threaded fit with the first locking nut and an upper part of the bidirectional threaded rod which can be in threaded fit with the second locking nut, and the external thread diameter of the lower part of the bidirectional threaded rod is smaller than that of the upper part of the bidirectional threaded rod; the lower part of the bidirectional threaded rod is screwed and fixed with the first lock nut, the bottom plate connecting plate and the bottom plate module unit in sequence, a gasket is arranged between the first lock nut and the stepped surface of the bidirectional threaded rod, and the upper part of the bidirectional threaded rod is screwed and fixed with the second lock nut.
4. A modular fatigue testing site and associated apparatus according to claim 3, wherein the floor module units are provided with a plurality of floor-fitting bolt holes distributed in a rectangular array, the spacing between adjacent two floor-fitting bolt holes being uniform.
5. The modular fatigue testing site and associated equipment of claim 4, wherein the floor module unit is rectangular in shape and each of the four corner locations of the floor module unit is provided with a floor-base bolt hole; the base is provided with a base plate connecting rod at the corresponding position of each base plate-base seat bolt hole, and the base plate connecting rod passes through the base plate-base seat bolt hole and is locked by a base plate nut.
6. The modular fatigue test site and the matching device according to claim 4, wherein the fitting module unit I and the fitting module unit II are hollow block structures with square cross sections, the side wall length of the fitting module unit I is larger than that of the fitting module unit II, four fixing holes a are arranged on each side wall of the fitting module unit I, six interval fixing holes b are respectively arranged on each side wall of the fitting module unit II, the inner diameters of the fixing holes a and the fixing holes b are consistent, and the interval between two adjacent fixing holes a and the interval between two adjacent fixing holes b on the side wall of the fitting module unit I are consistent with the interval between two adjacent bottom plate-fitting bolt holes on the bottom plate.
7. The modular fatigue testing site and associated device of claim 1, wherein the base plate is rectangular in shape and four outer sides of the base plate are each provided with a track; one group of the four outer side edges is relatively parallel to the other side edges and is slidably provided with a portal frame, more than two multifunctional chucks are arranged on a cross beam of the portal frame, and the multifunctional chucks can suspend a test piece to be tested through ropes.
8. A fatigue testing method based on the modular fatigue testing site and the matched device as claimed in claim 1, comprising the steps of:
the first step: classifying the test pieces to be tested into small test pieces, segment bending test pieces and full-scale test pieces according to the different sizes and shapes of the test pieces to be tested;
and a second step of: preparing a base and a bottom plate with proper sizes for various test pieces, and determining the types, the numbers and the positions of accessory module units which are arranged on the bottom plate and are used for installing the test pieces to be tested; wherein:
for a small test piece, the small test piece is arranged on the bottom plate through a cantilever of the accessory module unit;
for the segment test piece, two ends of the segment test piece are respectively arranged on the bottom plate through one accessory module unit, and the two accessory module units can be positioned on a straight line where the segment test piece is positioned;
for a segmental bending test piece, two ends of the segmental bending test piece are respectively arranged on the bottom plate through one accessory module unit, and the two accessory module units can be positioned on an arc where the segmental bending test piece is positioned;
for the full-scale test piece, a group of parallel side edges of the full-scale test piece are respectively and fixedly arranged on the bottom plate through a row of accessory module units;
and a third step of: determining proper base, base plate, and type, number and position of accessory module units arranged on the base plate for installing test equipment according to a fatigue test scheme;
fourth step: comprehensively considering the data determined in the second step and the third step, and finally determining the sizes of the base and the bottom plate and the connection relation among all the bottom plate module units forming the bottom plate;
fifth step: assembling the finally determined base, base plate and accessory module unit;
sixth step: fatigue testing was started.
CN201710456943.9A 2017-06-16 2017-06-16 Modularized fatigue test field, matched device and fatigue test method Active CN107314932B (en)

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CN111398031A (en) * 2020-03-19 2020-07-10 中国地震局地质研究所 Modularization press convenient to reorganize by oneself

Citations (37)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB512035A (en) * 1938-02-25 1939-08-28 Dehavilland Aircraft Improvements relating to fatigue-testing machines for materials
FR2820204A1 (en) * 2001-01-29 2002-08-02 Casagrande Stephanie Delph Bos Non-destructive monitoring of mechanical properties of manufactured panels uses measurement of vibration following single impact while supported at four points
CN101672744A (en) * 2009-10-23 2010-03-17 北京工业大学 Reversed loading test device under combined action
CN102128745A (en) * 2010-12-30 2011-07-20 中交第一公路勘察设计研究院有限公司 Fixture of test piece for testing inter-laminar drawing fatigue of pavement and testing method thereof
CN102175533A (en) * 2011-02-16 2011-09-07 山东大学 Ultra-large type geotechnical engineering three-dimensional model test system
CN202216843U (en) * 2011-07-23 2012-05-09 长城汽车股份有限公司 Gantry doorframe device for fatigue tester
CN102735413A (en) * 2012-06-15 2012-10-17 北京机电工程研究所 Four-vibration table two-direction joint vibration device
CN202974610U (en) * 2012-11-22 2013-06-05 中航华东光电有限公司 Vibration fixture device
CN103149077A (en) * 2013-02-22 2013-06-12 西华大学 Experiment platform for material mechanics
CN103439190A (en) * 2013-08-30 2013-12-11 东南大学 Testing device for evaluating crack resistance of steel bridge deck pavement
CN103528886A (en) * 2013-09-25 2014-01-22 合肥工业大学 Special experimental member for applying effective loads to sheet type test piece
CN103837415A (en) * 2014-02-21 2014-06-04 河海大学 Pressure, rotation and tension fatigue tester
CN203640081U (en) * 2013-12-24 2014-06-11 西安达盛隔震技术有限公司 Wind-resistant rubber shock insulation support
CN104047227A (en) * 2014-05-29 2014-09-17 河海大学 Spliced bridge damping support
CN104062193A (en) * 2014-06-30 2014-09-24 长安大学 Outer-of-face deformation fatigue test loading device for web gap at position of steel bridge horizontal gusset plates
CN104062185A (en) * 2014-06-30 2014-09-24 长安大学 External deformation fatigue test loading device for web clearance plane between vertical stiffening rib and wing plate
CN104062176A (en) * 2014-06-30 2014-09-24 长安大学 Steel plate beam bridge face outer deformation full size fatigue test loading device
CN104458179A (en) * 2014-11-20 2015-03-25 北京卫星环境工程研究所 Four-table shunt excitation perpendicular vibration test system with expansion table board
CN204220431U (en) * 2014-10-19 2015-03-25 湖南国汇科技有限责任公司 Flexible spliced shaking platform
CN204389321U (en) * 2015-01-15 2015-06-10 中交公路长大桥建设国家工程研究中心有限公司 The wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure
CN104897491A (en) * 2015-03-31 2015-09-09 南京交通职业技术学院 Testing apparatus and method for fatigue cracking of pavement on steel bridge
CN204882017U (en) * 2015-09-01 2015-12-16 南京康尼机电股份有限公司 A extension mechanism for vibration test platform
CN105352716A (en) * 2015-11-26 2016-02-24 广州大学 Anti-torsion test device for rubber shock-isolation bearer
CN105352687A (en) * 2015-10-20 2016-02-24 格兰达技术(深圳)有限公司 Instrument vibration testing system and application thereof
CN205175642U (en) * 2015-12-03 2016-04-20 株洲时代新材料科技股份有限公司 Bilayer and individual layer vibration isolation system vibration test bench with adjustable
CN105606328A (en) * 2016-01-20 2016-05-25 北京师范大学 Vibration bench for geo-technical centrifugal test
CN105716813A (en) * 2014-12-04 2016-06-29 北京卫星环境工程研究所 Combination table top for large vibration test system
CN105716811A (en) * 2014-12-04 2016-06-29 北京卫星环境工程研究所 Double-platform shunt-excitation horizontal vibration test system with combined table facet
CN105890996A (en) * 2016-03-31 2016-08-24 大连理工大学 Marine dynamic umbilical cable tension bending combination fatigue test device easy to adjust
CN205607790U (en) * 2016-04-06 2016-09-28 中国铁道科学研究院 3 out -phase loading test device on decking full size model
CN105987800A (en) * 2015-02-03 2016-10-05 南车株洲电力机车研究所有限公司 Vibration test fixture and installation method thereof
CN106168528A (en) * 2016-08-23 2016-11-30 吉林大学 Nonlinear elasticity auxiliary vibration device and vibration and sway platform
CN205986457U (en) * 2016-08-28 2017-02-22 江苏新安电器有限公司 Anti vibration motor motor base plate
CN206009170U (en) * 2016-08-11 2017-03-15 德凯宜特(昆山)检测有限公司 A kind of vibrating device
CN106679908A (en) * 2016-12-15 2017-05-17 河海大学 Fatigue test device taking coupling effect of steel bridge decking and pavement layer into consideration
CN106840562A (en) * 2017-01-09 2017-06-13 北京航空航天大学 With the split type shielding fixture and method in tenon blade high-temperature vibrating fatigue test in a kind of turbomachine
CN206848039U (en) * 2017-06-16 2018-01-05 河海大学 Modularization fatigue test place and corollary apparatus

Patent Citations (37)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB512035A (en) * 1938-02-25 1939-08-28 Dehavilland Aircraft Improvements relating to fatigue-testing machines for materials
FR2820204A1 (en) * 2001-01-29 2002-08-02 Casagrande Stephanie Delph Bos Non-destructive monitoring of mechanical properties of manufactured panels uses measurement of vibration following single impact while supported at four points
CN101672744A (en) * 2009-10-23 2010-03-17 北京工业大学 Reversed loading test device under combined action
CN102128745A (en) * 2010-12-30 2011-07-20 中交第一公路勘察设计研究院有限公司 Fixture of test piece for testing inter-laminar drawing fatigue of pavement and testing method thereof
CN102175533A (en) * 2011-02-16 2011-09-07 山东大学 Ultra-large type geotechnical engineering three-dimensional model test system
CN202216843U (en) * 2011-07-23 2012-05-09 长城汽车股份有限公司 Gantry doorframe device for fatigue tester
CN102735413A (en) * 2012-06-15 2012-10-17 北京机电工程研究所 Four-vibration table two-direction joint vibration device
CN202974610U (en) * 2012-11-22 2013-06-05 中航华东光电有限公司 Vibration fixture device
CN103149077A (en) * 2013-02-22 2013-06-12 西华大学 Experiment platform for material mechanics
CN103439190A (en) * 2013-08-30 2013-12-11 东南大学 Testing device for evaluating crack resistance of steel bridge deck pavement
CN103528886A (en) * 2013-09-25 2014-01-22 合肥工业大学 Special experimental member for applying effective loads to sheet type test piece
CN203640081U (en) * 2013-12-24 2014-06-11 西安达盛隔震技术有限公司 Wind-resistant rubber shock insulation support
CN103837415A (en) * 2014-02-21 2014-06-04 河海大学 Pressure, rotation and tension fatigue tester
CN104047227A (en) * 2014-05-29 2014-09-17 河海大学 Spliced bridge damping support
CN104062193A (en) * 2014-06-30 2014-09-24 长安大学 Outer-of-face deformation fatigue test loading device for web gap at position of steel bridge horizontal gusset plates
CN104062185A (en) * 2014-06-30 2014-09-24 长安大学 External deformation fatigue test loading device for web clearance plane between vertical stiffening rib and wing plate
CN104062176A (en) * 2014-06-30 2014-09-24 长安大学 Steel plate beam bridge face outer deformation full size fatigue test loading device
CN204220431U (en) * 2014-10-19 2015-03-25 湖南国汇科技有限责任公司 Flexible spliced shaking platform
CN104458179A (en) * 2014-11-20 2015-03-25 北京卫星环境工程研究所 Four-table shunt excitation perpendicular vibration test system with expansion table board
CN105716813A (en) * 2014-12-04 2016-06-29 北京卫星环境工程研究所 Combination table top for large vibration test system
CN105716811A (en) * 2014-12-04 2016-06-29 北京卫星环境工程研究所 Double-platform shunt-excitation horizontal vibration test system with combined table facet
CN204389321U (en) * 2015-01-15 2015-06-10 中交公路长大桥建设国家工程研究中心有限公司 The wheeled rolling contact fatigue loading test platform of a kind of bridge deck structure
CN105987800A (en) * 2015-02-03 2016-10-05 南车株洲电力机车研究所有限公司 Vibration test fixture and installation method thereof
CN104897491A (en) * 2015-03-31 2015-09-09 南京交通职业技术学院 Testing apparatus and method for fatigue cracking of pavement on steel bridge
CN204882017U (en) * 2015-09-01 2015-12-16 南京康尼机电股份有限公司 A extension mechanism for vibration test platform
CN105352687A (en) * 2015-10-20 2016-02-24 格兰达技术(深圳)有限公司 Instrument vibration testing system and application thereof
CN105352716A (en) * 2015-11-26 2016-02-24 广州大学 Anti-torsion test device for rubber shock-isolation bearer
CN205175642U (en) * 2015-12-03 2016-04-20 株洲时代新材料科技股份有限公司 Bilayer and individual layer vibration isolation system vibration test bench with adjustable
CN105606328A (en) * 2016-01-20 2016-05-25 北京师范大学 Vibration bench for geo-technical centrifugal test
CN105890996A (en) * 2016-03-31 2016-08-24 大连理工大学 Marine dynamic umbilical cable tension bending combination fatigue test device easy to adjust
CN205607790U (en) * 2016-04-06 2016-09-28 中国铁道科学研究院 3 out -phase loading test device on decking full size model
CN206009170U (en) * 2016-08-11 2017-03-15 德凯宜特(昆山)检测有限公司 A kind of vibrating device
CN106168528A (en) * 2016-08-23 2016-11-30 吉林大学 Nonlinear elasticity auxiliary vibration device and vibration and sway platform
CN205986457U (en) * 2016-08-28 2017-02-22 江苏新安电器有限公司 Anti vibration motor motor base plate
CN106679908A (en) * 2016-12-15 2017-05-17 河海大学 Fatigue test device taking coupling effect of steel bridge decking and pavement layer into consideration
CN106840562A (en) * 2017-01-09 2017-06-13 北京航空航天大学 With the split type shielding fixture and method in tenon blade high-temperature vibrating fatigue test in a kind of turbomachine
CN206848039U (en) * 2017-06-16 2018-01-05 河海大学 Modularization fatigue test place and corollary apparatus

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
一种新型六自由度力学加载***;李兵;谢里阳;魏玉兰;赵晋芳;;组合机床与自动化加工技术(第04期) *
机械工业部仪器仪表工业局编.仪器仪表机构与零件.机械工业出版社,1985,第281页-第288页. *

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