CN106679918A - Adjustable bearing platform for concrete-filled steel tube seismic test - Google Patents
Adjustable bearing platform for concrete-filled steel tube seismic test Download PDFInfo
- Publication number
- CN106679918A CN106679918A CN201710047226.0A CN201710047226A CN106679918A CN 106679918 A CN106679918 A CN 106679918A CN 201710047226 A CN201710047226 A CN 201710047226A CN 106679918 A CN106679918 A CN 106679918A
- Authority
- CN
- China
- Prior art keywords
- fixture block
- groove
- base
- steel tube
- filled steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 77
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 19
- 239000010959 steel Substances 0.000 title claims abstract description 19
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 9
- 230000035939 shock Effects 0.000 claims description 16
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000012423 maintenance Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M7/00—Vibration-testing of structures; Shock-testing of structures
- G01M7/02—Vibration-testing by means of a shake table
Abstract
The invention discloses an adjustable bearing platform for a concrete-filled steel tube seismic test. The adjustable bearing platform comprises a base, a first clamping block, a second clamping block and a fixing device; the base or the first clamping block is fixed to a pedestal, the first clamping block is fixedly installed on the base, and the second clamping block is slidably installed on the base; a first groove and a second groove which are used for clamping a test piece are formed in the side face of the first clamping block and the side face of the second clamping block respectively and formed face to face; when the test piece is clamped by the first groove and the second groove, the second clamping block is locked to the base through the fixing device. The bearing platform does not need to be poured or maintained and can be recycled, a large quantity of manufacturing time and materials are saved, and the advantages of being high in universality, simple in structure and convenient to use are achieved.
Description
Technical field
The invention belongs to Architectural Equipment technical field, refers in particular to a kind of regulation for concrete filled steel tube shock test and holds
Platform.
Background technology
At present, in building aseismicity structure design, in order to test the anti-seismic performance or antidetonation energy of concrete filled steel tube
Power, it is often necessary to which shock test is carried out to concrete filled steel tube.At present the most frequently used shock test method of laboratory is pseudo- quiet
Power is tested, and also known as reversed loading or pseudo-static experimental, it refers to and structure or structural elements are applied repeatedly back and forth to follow
The slow test of ring effect, repeats to load and unloads, to simulate during earthquake in the positive and negative both direction of structure or structural elements
Loading characteristic and deformation characteristicses of the structure in of reciprocating vibration.The anti-seismic performance of concrete filled steel tube is studied using pseudo-static experimental,
Existing method needed using because armored concrete pours the cushion cap for building up as the bearing of concrete filled steel tube, and this structure is held
Platform can only single use, each test specimen is required for pouring a corresponding cushion cap to be tested, and is taken a substantial amount of time,
The time for having had a strong impact on the progress of test, poor universality, and the material for adopting and having poured molding is long, wastes substantial amounts of money
Source, fund and work efficiency.
The content of the invention
It is an object of the invention to solve existing cushion cap exist can only single use, each test specimen is required for pouring one
Individual corresponding cushion cap is tested, and is taken a substantial amount of time, and has had a strong impact on the progress of test, poor universality, and employing
Material is long with the time for pouring molding, wastes the problem of substantial amounts of resource, fund and work efficiency, there is provided a kind of structure letter
Single, high, easy to use and low cost the regulation cushion cap for concrete filled steel tube shock test of versatility.
The purpose of the present invention can employ the following technical solutions to reach：
A kind of regulation cushion cap for concrete filled steel tube shock test, including base, the first fixture block, the second fixture block and fixation
Device, the base or the first fixture block are fixed on pedestal, and first fixture block is fixedly installed on the base, and described second
Fixture block is slidably mounted on the base；Have for clamping test pieces on the side of first fixture block and the second fixture block
The first groove and the second groove, first groove and the second groove are just to arranging；Clamp in the first groove and the second groove
During test specimen, the fixing device lock onto the second fixture block on base.
Used as a kind of preferred scheme, the fixing device is threaded rod and nut, and on second fixture block through hole is provided with,
One end of the threaded rod is fixedly connected with first fixture block, and the other end is connected through through hole with the nut thread.
As a kind of preferred scheme, guide groove is provided with the base, the bottom surface of second fixture block is provided with downwardly projecting
Guide block, the guide block is slidably sheathed in the guide groove and the second fixture block is slidably mounted on the base.
Used as a kind of preferred scheme, the base is provided with guide rail, and the bottom surface of second fixture block is provided with slide block, described
Slide block is slidably sheathed on the guide rail and the second fixture block is slidably mounted on the base.
Used as a kind of preferred scheme, first fixture block is provided with the first perforation, connector through the described first perforation with
Base thread connects and the first fixture block is fixed on pedestal.
As a kind of preferred scheme, the second perforation is provided with second fixture block, is pressed from both sides in the first groove and the second groove
Firmly during test specimen, connector is connected with base thread and the second fixture block is fixed on pedestal through the described second perforation.
Used as a kind of preferred scheme, first groove and the second groove are " V " type structure.
Used as a kind of preferred scheme, the base, the first fixture block and the second fixture block are ferrous materials.
Implement the present invention, have the advantages that：
1st, at the trial, test specimen is inserted in the clip slot surrounded between the first groove and the second groove the present invention.Second folder
Block can slide relative to the first fixture block so that the second groove relative to the first concave slot sports, and then can be pressed from both sides by adjusting second
The motion of block enables clip slot to clamp the examination of the different size size of the first groove of insertion and the second groove to adjust the size of clip slot
Part, versatility is high, can be recycled for multiple times.Compared with traditional concrete anti-earthquake tests adopted concrete bearing platform, this
Bright cushion cap need not carry out pouring maintenance, save substantial amounts of manufacturing time and material, versatility height, simple structure and user
Just.
2nd, after test specimen is inserted in the clip slot that the first groove and the second groove are formed, twist nut makes nut to the present invention
Top pressure second is pressed from both sides.Second fixture block to the first fixture block direction to test specimen apply active force so that test specimen be held fixedly in
In clip slot, the fixation to test specimen is simple, quick and convenient, saves the time of test, improves the efficiency of test.
3rd, after the fixture block of nut top pressure second is twisted, further the second fixture block on this position can be fixed by connector
To on pedestal, prevent nut occur loosen when occur the second fixture block slide and cause test specimen loosen situation, and then cause examination
Result is tested inaccurate, the characteristics of safe and reliable and accurate with guarantee test.
4th, in clamping test pieces, clip slot is formed the clip slot formed between the first groove of the invention and the second groove with test specimen
The clamping structure of four sides contact.The clip slot of the structure is cuniform increase power structure, can increase pressure on top surface of the clip slot to test specimen, and it is right to improve
The clamping steadiness of test specimen.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present invention for the regulation cushion cap of concrete filled steel tube shock test；.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than the embodiment of whole.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Embodiment 1
With reference to Fig. 1, the present embodiment is related to the cushion cap of shock test, including base 1, the first fixture block 2, the second fixture block 3 and solid
Determine device 4, the fixture block 2 of the base 1 or first is fixed on pedestal, and first fixture block 2 is fixedly installed on the base 1,
Second fixture block 3 is slidably mounted on the base 1；Have on the side of the fixture block 3 of first fixture block 2 and second
For first groove 21 and the second groove 31 of clamping test pieces, the groove 31 of first groove 21 and second is just to arranging；
When one groove 21 and the second groove 31 clamp test specimen, the fixing device 4 lock onto the second fixture block 3 on base 1.In test
When, test specimen is inserted in the clip slot 5 surrounded between the first groove 21 and the second groove 31.Second fixture block 3 can be relative to the first folder
Block 2 slides so that the second groove 31 can be moved relative to the first groove 21, so can pass through adjust the second fixture block 3 motion with
The size of clip slot 5 is adjusted, enables clip slot 5 to clamp the test specimen of the different size size of the first groove 21 of insertion and the second groove 31,
Versatility is high, can be recycled for multiple times.It is of the invention compared with traditional concrete anti-earthquake tests adopted concrete bearing platform
Cushion cap need not carry out pouring maintenance, save substantial amounts of manufacturing time and material, and versatility is high, simple structure and easy to use.
Solve existing cushion cap exist can only single use, each test specimen is required for pouring a corresponding cushion cap to be tested,
Take a substantial amount of time, had a strong impact on the progress of test and the problem of work efficiency.
The structure need to pass through fixing device 4 by the second fixture block 3 when the second fixture block 3 is adjusted so that clip slot 5 clamps test specimen, only
Locking, you can quickly test specimen is clamped and is fixed in clip slot 5.After fixing device 4 is unclamped, only need to make the second fixture block 3 relative to
The dorsal glide of first fixture block 2, then test specimen is released, easy to use, quick, drastically increases the work efficiency of test.
The fixing device 4 is threaded rod 41 and nut 42, and through hole, the threaded rod 41 are provided with second fixture block 3
One end be fixedly connected with first fixture block 2, the other end is threadedly coupled through through hole with the nut 42.Test specimen is being inserted
After entering in the clip slot 5 that the first groove 21 and the second groove 31 are formed, twisting nut 42 presss from both sides the top pressure of nut 42 second.Second fixture block
The direction of 3 to first fixture block 2 applies active force to test specimen, so that test specimen is held fixedly in clip slot 5, test specimen is consolidated
It is fixed simple, quick and convenient, the time of test is saved, improve the efficiency of test.
Guide groove 11 is provided with the base 1, the bottom surface of second fixture block 3 is provided with downwardly projecting guide block, the guide block
Slidably it is sheathed in the guide groove 11 and the second fixture block 3 is slidably mounted on the base 1.Guide block is led guide groove 11
Linear slide is done in guide groove 11 under effect, so as to the second fixture block 3 can do straight reciprocating motion along the length direction of guide groove 11,
To adjust the size of the clip slot 5 formed between the first groove 21 and the second groove 31, needed with the test specimen for adapting to different size size
Will so that the sliding stability of the second fixture block 3 is high, easy to adjust.
First fixture block 2 is provided with the first perforation, connector 6 through the described first perforation be connected with base thread and by the
One fixture block 2 is fixed on pedestal.The connector 6 is bolt.Before being tested, the first fixture block 2 is fixed to by bolt
On pedestal, can prevent first fixture block 2 when test specimen is lifted in the first groove 21 from the dangerous situation of walking that slides occur, it is ensured that test specimen
The safety and reliability of lifting.The structure is directly fixed the first fixture block 2 by connector 6, installs simple and quick.
In order to further improve clamping steadiness of second fixture block 3 to test specimen, it is provided with second on second fixture block 3 and wears
Hole, when the first groove 21 and the second groove 31 clamp test specimen, connector 6 through described second perforation be connected with base thread and
Second fixture block 3 is fixed on pedestal.After the second fixture block of top pressure 3 of nut 42 is twisted, can further pass through connector 6 by this position
The second fixture block 3 put is fixed on pedestal, prevents from the second fixture block 3 occur when nut 42 occurs and loosening to slide and cause test specimen
The situation of loosening, and then cause result of the test inaccurate, the characteristics of safe and reliable and accurate with guarantee test.
The groove 31 of first groove 21 and second is " V " type structure.Due to test specimen be cylindrical structural, the first groove 21
And second the clip slot 5 formed between groove 31 in clamping test pieces, clip slot 5 forms the clamping structure for contacting on four sides with test specimen.Should
The clip slot 5 of structure is cuniform increase power structure, can increase pressure on top surface of the clip slot 5 to test specimen, improves the clamping steadiness to test specimen.When
So, first groove 21 and the second groove 31 of other structures shape is also adapted to the present invention.
The base 1, the first fixture block 2 and the second fixture block 3 are ferrous materials.Can be by the He of base 1 by the way of welding
First fixture block 2 is welded together, and manufacture is quick, and need not carry out pouring maintenance, has saved substantial amounts of manufacturing time and material.
Embodiment 2
The present embodiment be on the basis of embodiment 1, it is described as the improvement to fit structure between guide groove 11 and guide block
Base 1 is provided with guide rail, and the bottom surface of second fixture block 3 is provided with slide block, the slide block be slidably sheathed on the guide rail and
Second fixture block 3 is slidably mounted on the base 1.There is less friction using the sliding connection of slide block and guide rail
Power, reduces the resistance of the slip of the second fixture block 3, improves the slip fluency of the second fixture block 3, can prevent discontinuity slip
Situation occurs, it is ensured that the active force of 42 pairs of the second fixture blocks 3 of nut can be applied on test specimen completely by the second fixture block 3, improves folder
The steadiness held.
Above disclosed is only a kind of preferred embodiment of the invention, can not limit the power of the present invention with this certainly
Sharp scope, therefore the equivalent variations made according to the claims in the present invention, still belong to the scope that the present invention is covered.
Claims (8)
1. a kind of regulation cushion cap for concrete filled steel tube shock test, it is characterised in that：Including base, the first fixture block, second
Fixture block and fixing device, the base or the first fixture block are fixed on pedestal, and first fixture block is fixedly installed in the base
On, second fixture block is slidably mounted on the base；Have on the side of first fixture block and the second fixture block
For first groove and the second groove of clamping test pieces, first groove and the second groove are just to arranging；In the first groove and
When second groove clamps test specimen, the fixing device lock onto the second fixture block on base.
2. a kind of regulation cushion cap for concrete filled steel tube shock test according to claim 1, it is characterised in that：It is described
Fixing device is threaded rod and nut, and through hole, one end of the threaded rod and first fixture block are provided with second fixture block
It is fixedly connected, the other end is connected through through hole with the nut thread.
3. a kind of regulation cushion cap for concrete filled steel tube shock test according to claim 1, it is characterised in that：It is described
Guide groove is provided with base, the bottom surface of second fixture block is provided with downwardly projecting guide block, and the guide block is slidably sheathed on described
The second fixture block is slidably mounted on the base in guide groove.
4. a kind of regulation cushion cap for concrete filled steel tube shock test according to claim 1, it is characterised in that：It is described
Base is provided with guide rail, and the bottom surface of second fixture block is provided with slide block, and the slide block is slidably sheathed on the guide rail and incites somebody to action
Second fixture block is slidably mounted on the base.
5. a kind of regulation cushion cap for concrete filled steel tube shock test according to claim 1, it is characterised in that：It is described
First fixture block is provided with the first perforation, and connector is connected with base thread and the first fixture block is fixed to into base through the described first perforation
On seat.
6., according to a kind of arbitrary described regulation cushion cap for concrete filled steel tube shock test of Claims 1-4, its feature exists
In：The second perforation is provided with second fixture block, when the first groove and the second groove clamp test specimen, connector is through described the
Two perforation are connected with base thread and the second fixture block are fixed on pedestal.
7., according to a kind of arbitrary described regulation cushion cap for concrete filled steel tube shock test of Claims 1-4, its feature exists
In：First groove and the second groove are " V " type structure.
8., according to a kind of arbitrary described regulation cushion cap for concrete filled steel tube shock test of Claims 1-4, its feature exists
In：The base, the first fixture block and the second fixture block are ferrous materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710047226.0A CN106679918A (en) | 2017-01-20 | 2017-01-20 | Adjustable bearing platform for concrete-filled steel tube seismic test |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710047226.0A CN106679918A (en) | 2017-01-20 | 2017-01-20 | Adjustable bearing platform for concrete-filled steel tube seismic test |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106679918A true CN106679918A (en) | 2017-05-17 |
Family
ID=58859604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710047226.0A Pending CN106679918A (en) | 2017-01-20 | 2017-01-20 | Adjustable bearing platform for concrete-filled steel tube seismic test |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106679918A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006329951A (en) * | 2005-05-30 | 2006-12-07 | Labworks Inc | Shaker and method of testing |
| CN202057546U (en) * | 2011-03-15 | 2011-11-30 | 苏州大学 | Clamp |
| CN103163032A (en) * | 2013-03-29 | 2013-06-19 | 四川大学 | System and method for detecting fatigue strength of steel beam of corrugated steel web |
| CN103207056A (en) * | 2012-01-17 | 2013-07-17 | 海洋王（东莞）照明科技有限公司 | Fixing device used in testing |
| CN203941063U (en) * | 2014-06-30 | 2014-11-12 | 武汉钢铁(集团)公司 | Super thin metal strip high temperature tension test fixture |
| CN104181037A (en) * | 2014-09-01 | 2014-12-03 | 济南时代试金试验机有限公司 | Screw-thread steel bar clamping device |
| CN104931368A (en) * | 2015-07-02 | 2015-09-23 | 华东交通大学 | Horizontal apparatus for component post seismic test |
| CN204855251U (en) * | 2015-07-28 | 2015-12-09 | 常州市联谊特种不锈钢管有限公司 | Strenghthened type screw -thread steel anchor clamps |
| CN206523284U (en) * | 2017-01-20 | 2017-09-26 | 广东工业大学 | A kind of regulation cushion cap for concrete filled steel tube shock test |
-
2017
- 2017-01-20 CN CN201710047226.0A patent/CN106679918A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006329951A (en) * | 2005-05-30 | 2006-12-07 | Labworks Inc | Shaker and method of testing |
| CN202057546U (en) * | 2011-03-15 | 2011-11-30 | 苏州大学 | Clamp |
| CN103207056A (en) * | 2012-01-17 | 2013-07-17 | 海洋王（东莞）照明科技有限公司 | Fixing device used in testing |
| CN103163032A (en) * | 2013-03-29 | 2013-06-19 | 四川大学 | System and method for detecting fatigue strength of steel beam of corrugated steel web |
| CN203941063U (en) * | 2014-06-30 | 2014-11-12 | 武汉钢铁(集团)公司 | Super thin metal strip high temperature tension test fixture |
| CN104181037A (en) * | 2014-09-01 | 2014-12-03 | 济南时代试金试验机有限公司 | Screw-thread steel bar clamping device |
| CN104931368A (en) * | 2015-07-02 | 2015-09-23 | 华东交通大学 | Horizontal apparatus for component post seismic test |
| CN204855251U (en) * | 2015-07-28 | 2015-12-09 | 常州市联谊特种不锈钢管有限公司 | Strenghthened type screw -thread steel anchor clamps |
| CN206523284U (en) * | 2017-01-20 | 2017-09-26 | 广东工业大学 | A kind of regulation cushion cap for concrete filled steel tube shock test |
Non-Patent Citations (2)
| Title |
|---|
| 张文江等: "单向拉伸荷载下环形钢筋锚固性能试验研究", 《混凝土与水泥制品》 * |
| 朱贺飞等: "方截面CFRP-钢管混凝土压弯构件抗震性能试验", 《钢结构》 * |
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Application publication date: 20170517 |
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