CN201285357Y - Concrete plane complicated applied force test device - Google Patents
Concrete plane complicated applied force test device Download PDFInfo
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- CN201285357Y CN201285357Y CNU2008202115067U CN200820211506U CN201285357Y CN 201285357 Y CN201285357 Y CN 201285357Y CN U2008202115067 U CNU2008202115067 U CN U2008202115067U CN 200820211506 U CN200820211506 U CN 200820211506U CN 201285357 Y CN201285357 Y CN 201285357Y
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Abstract
The utility model relates to a concrete plane complex stress tester, in particular to a concrete stress tester which aims to solve the problem that when the prior multi-shaft test loader is used for a concrete loading test, the translation deformation of concrete is limited to generate friction to cause high difference between a test result and the actual condition. A second vertical loader of the complex stressed tester of a concrete plane is fixed on the ground of the internal center position of a reaction frame, a first vertical loader is fixed on the lower side of the center position of a cross beam of the reaction frame, and a first horizontal loader and a second horizontal loader are respectively fixed on internal side surfaces of a first steel board and a second steel board. The utility model can test the complex stress of concrete planes, which includes two-direction pressurization, one-direction pressurization, two-direction pulling force, one-direction pulling force, depressurization and decreased pulling force. Two orthogonal loading directions are controlled by hydraulic servo through a control system, and loading speeds and the loading combination of two different directions can be automatically adjusted. The utility model can be used for testing the load control loading and deformation control loading.
Description
Technical field
The utility model relates to a kind of concrete applied force test device.
Background technology
Actual xoncrete structure, as: the node area of cutting nip, roof truss and Vierendeel girder, post of reinforced beam, the anchorage zone of post-tensioning prestressed steel, members such as tubing string, bracket, deep beam, wallboard and thin-walled, and the high pressure vessel of dam, atomic reactor etc. all is in two-way and three-dimensional complicated applied force state.But, the concrete strength that general reinforced concrete structural design specification provides, concrete strength under the polyphyly pure stress, and the concrete strength under the complicated applied force state, distortion and elastic modulus all with pure stress under different, failure mechanism also is not quite similar.Thereby carry out under the complicated applied force situation development of concrete multiaxis loading equipemtn and just seem particularly important.
Carried out the on-test of two mortar strengths since the A.Foppl of Germany in 1900 adopts fairly simple intersection loading frame, the concrete complicated applied force is tested and has been caused scholars' concern.Particularly after the sixties in 20th century, the various countries scholar has successively developed various multiaxis test loading equipemtn, but because concrete is a kind of non-elastic material, its elastic modulus and Poisson ratio all change in test, between load plate and concrete sample,, the concrete transversely deforming produces friction like this because of being restricted, this friction force makes the stressing conditions of concrete sample end become complicated, causes test findings and actual conditions that bigger discrepancy is arranged.
The utility model content
The purpose of this utility model is when solving existing multiaxis test loading equipemtn and make the concrete load test, because concrete is a kind of non-elastic material, its elastic modulus and Poisson ratio all change in test, between load plate and concrete sample,, the concrete transversely deforming produces friction like this because of being restricted, this friction force makes the stressing conditions of concrete sample end become complicated, the problem that causes test findings and actual conditions to have greater difference provides a kind of concrete plane complicated applied force test device.The utility model is by first fixed pulley, second fixed pulley, wire rope, mass, four screw rods, the first horizontal loader, first steel plate, the first vertical loader, reaction frame, the second horizontal loader, the second vertical loader, four bearing plates and second steel plate are formed, the lower end, both sides of reaction frame fixes on the ground, the second vertical loader is fixed on the ground of center in the reaction frame, the first vertical loader is fixed on the downside of reaction frame crossbeam center, the free end of the first vertical loader and the second vertical loader be oppositely arranged up and down and axis identical, first steel plate and second steel plate are arranged in parallel, be provided with four screw rods between first steel plate and second steel plate and form a rectangular frame, this framework is arranged on the center of reaction frame inboard, the first horizontal loader and the second horizontal loader are separately fixed on the medial surface of first steel plate and second steel plate, the free end of the first horizontal loader and the second horizontal loader be oppositely arranged and axis identical, first fixed pulley is arranged on the top of reaction frame, second fixed pulley is arranged on the outside on reaction frame top, one end of wire rope is connected with the screw rod of first steel plate with the second steel plate upside, the other end of wire rope is connected with mass with second fixed pulley through first fixed pulley, the free end of the first horizontal loader, the free end of the second horizontal loader, be equipped with a bearing plate on the free end of the first vertical loader and the free end of the second horizontal loader.
The utlity model has following good effect: one, can finish concrete plane complicated applied force test, promptly bi-directional compression, two-way tension, one to pressurized one to tension, cut and press and cut the plane stress test of drawing etc.Two, two mutual vertical loading directions, can be adjusted loading velocity automatically and make up with two-way different loading by Hydraulic Servo Control by control system.Three, can be used for the test of load control loaded, also can be used for the Deformation control load test.Four, can carry out distortion and strength tests such as multiple sample dimensions plane stress.Five, all be provided with bearing plate on each loading direction, can eliminate because test specimen adds not parallel grade slight between pressure surface and cause test specimen inner stressed inhomogeneous.Six, do not need friction-reducing measures, it is convenient that test specimen is torn in the peace loading, unloading open, improves test efficiency.Seven, data acquisition is all finished automatically by computing machine, and test accuracy and efficient are all higher.
Description of drawings
Fig. 1 is an one-piece construction synoptic diagram of the present utility model, Fig. 2 is the A-A cut-open view of Fig. 1, and Fig. 3 is a plane bidirectional stress test specimen structural representation, and Fig. 4 is that two-way the cutting in plane pressed the test specimen synoptic diagram, Fig. 5 is the structural representation of test specimen template, and Fig. 6 is the structural representation of bearing plate 13.Reference numeral 21 among the figure is reinforcing bars.
Embodiment
Embodiment one: (referring to Fig. 1 and Fig. 2) present embodiment is by first fixed pulley 1, second fixed pulley 2, wire rope 3, mass 4, four screw rods 6, the first horizontal loader 7, first steel plate 8, the first vertical loader 9, reaction frame 10, the second horizontal loader 11, the second vertical loader 12, four bearing plates 13 and second steel plate 15 are formed, the lower end, both sides of reaction frame 10 is fixed on the ground 14, the second vertical loader 12 is fixed on the ground 14 of center in the reaction frame 10, the first vertical loader 9 is fixed on the downside of reaction frame 10 crossbeam centers, the free end of the first vertical loader 9 and the second vertical loader 12 be oppositely arranged up and down and axis identical, first steel plate 8 and second steel plate 15 are arranged in parallel, be provided with four screw rods 6 between first steel plate 8 and second steel plate 15 and form a rectangular frame, this framework is arranged on the center of reaction frame 10 inboards, the first horizontal loader 7 and the second horizontal loader 11 are separately fixed on the medial surface of first steel plate 8 and second steel plate 15, the free end of the first horizontal loader 7 and the second horizontal loader 11 be oppositely arranged and axis identical, first fixed pulley 1 is arranged on the top of reaction frame 10, second fixed pulley 2 is arranged on the outside on reaction frame 10 tops, one end of wire rope 3 is connected with the screw rod 6 of first steel plate 8 with second steel plate, 15 upsides, the other end of wire rope 3 is connected the free end of the first horizontal loader 7 through first fixed pulley 1 with second fixed pulley 2 with mass 4, the free end of the second horizontal loader 11, be equipped with a bearing plate 13 on the free end of the first vertical loader 9 and the free end of the second horizontal loader 11.
Embodiment two: the outside of (referring to Fig. 1) present embodiment first fixed pulley 1 is that the descending track of wire rope 3 is identical with the axis of the first vertical loader 9 and the second vertical loader 12.Other is identical with embodiment one.
Embodiment three: the bearing plate 13 of (referring to Fig. 6) present embodiment is made up of substrate 17, backing plate 18 and sleeve 19, one side of substrate 17 is provided with convex spherical crown 16, backing plate 18 is provided with the concave surface 20 that matches with convex spherical crown 16, substrate 17 and backing plate 18 corresponding settings, backing plate 18 is connected with sleeve 19.Concrete sample is built moulding with punching block, but it is vertical in twos that four loading surfaces of concrete sample can not definitely guarantee sometimes, also can not guarantee the absolute translation of bearing plate during loading, thus the bearing plate of concrete compression test is designed to spherical hinged-support, to adapt to the rotation of two vertical direction.Be provided with convex spherical crown 16 with the substrate 17 of test specimen 5 relative sides, the section radius of convex spherical crown 16 is 70～80mm, the sphere curvature radius of convex spherical crown 16 is 190～210mm, there are the backing plate 18 usefulness sleeves 19 with concave surface of identical spherical crown to be fixed on the free end of first horizontal loader 7, second horizontal loader 11, the first vertical loader 9 or the second horizontal loader 11 simultaneously, when loading, the centre of sphere of spherical crown is overlapped with the test specimen center, and can do minor rotation, to adapt to necessary deflection.Other is identical with embodiment one.
Use the operating process of the described device of above-mentioned embodiment: one, for pressurized test specimen 5, at first will be coated with laminating material three-layer thin-film, each interlayer is coated with molybdenum sulfide cream.For tension test specimen 5, be with building glue bond loading blocks and test specimen 5 surfaces.Test specimen 5 after handling is installed on the loading head, and passes through the position of positioning screw rod adjustment test specimen.Two, start loader, apply original pressure, be generally 2～5KN and get final product, and check whether the each several part operation is normal, and whether the position of test specimen 5 is correct.Three, lay down original pressure after, start computing machine, to displacement meter zeroing, and the record initial value.Four, enter the normal load state; After every grade of loading, computing machine writes down load and strain value automatically.Five, when finding that payload values that the load display shows has a declining tendency,,, reduce to zero until load so that gather the descending branch of stress-strain curve by computer control data acquisition system (DAS) continuous acquisition state immediately.Six, behind the computer data acquisition, draw out corresponding load-displacement curve figure and stress-strain diagram.The quality of mass 4 equals the quality of first horizontal loader 7, the second horizontal loader 11, screw rod 6, first steel plate 8 and second steel plate 15 of horizontal direction.During loading, the horizontal direction loader can freely move up and down, and makes test specimen evenly stressed.Because the loader of all directions is independent mutually, and quadrature, thereby the pressure stress of avoiding mechanical constraint in test specimen, to produce.
(see that Fig. 3～Fig. 5) makes its length * wide 300mm of being of a size of * 300mm of template of test specimen, thickness can be determined according to concrete test.Template can make bi-directional compression, two-way tension, one to pressurized one to tension, cut and press and cut the test specimen that draws five kinds of tests, cut when making and press and cut when drawing test specimen, only need the template remainder is got final product with other objects fillings.
Claims (5)
1, a kind of concrete plane complicated applied force test device, it is by first fixed pulley (1), second fixed pulley (2), wire rope (3), mass (4), four screw rods (6), the first horizontal loader (7), first steel plate (8), the first vertical loader (9), reaction frame (10), the second horizontal loader (11), the second vertical loader (12), four bearing plates (13) and second steel plate (15) are formed, it is characterized in that: the lower end, both sides of reaction frame (10) is fixed on the ground (14), the second vertical loader (12) is fixed on the ground (14) of the interior center of reaction frame (10), the first vertical loader (9) is fixed on the downside of reaction frame (10) crossbeam center, the free end of the first vertical loader (9) and the second vertical loader (12) be oppositely arranged up and down and axis identical, first steel plate (8) and second steel plate (15) are arranged in parallel, be provided with four screw rods (6) between first steel plate (8) and second steel plate (15) and form a rectangular frame, this framework is arranged on the inboard center of reaction frame (10), the first horizontal loader (7) and the second horizontal loader (11) are separately fixed on the medial surface of first steel plate (8) and second steel plate (15), the free end of the first horizontal loader (7) and the second horizontal loader (11) be oppositely arranged and axis identical, first fixed pulley (1) is arranged on the top of reaction frame (10), second fixed pulley (2) is arranged on the outside on reaction frame (10) top, one end of wire rope (3) is connected with the screw rod (6) of first steel plate (8) with second steel plate (15) upside, the other end of wire rope (3) is connected the free end of the first horizontal loader (7) through first fixed pulley (1) with second fixed pulley (2) with mass (4), the free end of the second horizontal loader (11), be equipped with a bearing plate (13) on the free end of the free end of the first vertical loader (9) and the second horizontal loader (11).
2, concrete plane complicated applied force test device according to claim 1 is characterized in that: the outside of first fixed pulley (1) is that the descending track of wire rope (3) is identical with the axis of the first vertical loader (9) and the second vertical loader (12).
3, concrete plane complicated applied force test device according to claim 2, it is characterized in that: bearing plate (13) is made up of substrate (17), backing plate (18) and sleeve (19), one side of substrate (17) is provided with convex spherical crown (16), backing plate (18) is provided with the concave surface (20) that matches with convex spherical crown (16), substrate (17) is connected with sleeve (19) with the corresponding setting of backing plate (18), backing plate (18).
4, concrete plane complicated applied force test device according to claim 3 is characterized in that: the section radius of convex spherical crown (16) is 70～80mm.
5, concrete plane complicated applied force test device according to claim 4 is characterized in that: the sphere curvature radius of convex spherical crown (16) is 190～210mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202115067U CN201285357Y (en) | 2008-11-21 | 2008-11-21 | Concrete plane complicated applied force test device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008202115067U CN201285357Y (en) | 2008-11-21 | 2008-11-21 | Concrete plane complicated applied force test device |
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| CN201285357Y true CN201285357Y (en) | 2009-08-05 |
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| CNU2008202115067U Expired - Fee Related CN201285357Y (en) | 2008-11-21 | 2008-11-21 | Concrete plane complicated applied force test device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102109443A (en) * | 2010-12-24 | 2011-06-29 | 同济大学 | High-accuracy hydraulic repeated loading test device |
| CN106090439A (en) * | 2016-06-07 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of concrete pump pipe carries out the method for vibration damping |
| CN109187180A (en) * | 2018-08-16 | 2019-01-11 | 东南大学 | A kind of material Poisson ratio measuring method based on biaxial tension-compression strength |
| CN114441324A (en) * | 2021-12-29 | 2022-05-06 | 中冶建筑研究总院有限公司 | Concrete creep measuring device |
-
2008
- 2008-11-21 CN CNU2008202115067U patent/CN201285357Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102109443A (en) * | 2010-12-24 | 2011-06-29 | 同济大学 | High-accuracy hydraulic repeated loading test device |
| CN102109443B (en) * | 2010-12-24 | 2012-07-25 | 同济大学 | High-accuracy hydraulic repeated loading test device |
| CN106090439A (en) * | 2016-06-07 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of concrete pump pipe carries out the method for vibration damping |
| CN109187180A (en) * | 2018-08-16 | 2019-01-11 | 东南大学 | A kind of material Poisson ratio measuring method based on biaxial tension-compression strength |
| CN109187180B (en) * | 2018-08-16 | 2021-08-24 | 东南大学 | Material Poisson ratio measuring method based on biaxial tensile test |
| CN114441324A (en) * | 2021-12-29 | 2022-05-06 | 中冶建筑研究总院有限公司 | Concrete creep measuring device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090805 Termination date: 20091221 |