CN201373811Y - Component pressure torsion experiment device - Google Patents

Component pressure torsion experiment device Download PDF

Info

Publication number
CN201373811Y
CN201373811Y CN200920106149U CN200920106149U CN201373811Y CN 201373811 Y CN201373811 Y CN 201373811Y CN 200920106149 U CN200920106149 U CN 200920106149U CN 200920106149 U CN200920106149 U CN 200920106149U CN 201373811 Y CN201373811 Y CN 201373811Y
Authority
CN
China
Prior art keywords
plate
jack
front plate
pedestal
component
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.)
Expired - Fee Related
Application number
CN200920106149U
Other languages
Chinese (zh)
Inventor
涂鸣
郑忠
贾雨苗
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing University of Technology
Original Assignee
Beijing University of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing University of Technology filed Critical Beijing University of Technology
Priority to CN200920106149U priority Critical patent/CN201373811Y/en
Application granted granted Critical
Publication of CN201373811Y publication Critical patent/CN201373811Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model discloses a component pressure torsion experiment device and a method thereof, belonging to the technical field of construction structure experiment. The component pressure torsion experiment device comprises a pedestal, a reaction beam, a reaction wall, a vertical force jack, a front clamping board, a rear clamping board, a pure torsion load beam and a horizontal force jack. The component is fixed on the pedestal; the vertical force jack is connected to the lower surface of the reaction beam and corresponds to the top part of the component. The top of the component is clamped tightly between the front clamping board and the rear clamping board. The load beam is fixedly connected with the front clamping board and the rear clamping board. One end of the pure torsion load beam is hinged with the front clamping board and the other end thereof is fixedly connected with the reaction wall. One end of the horizontal force jack is hinged with the load beam through a force sensor and the other end thereof is fixedly connected with the reaction wall. When in experiment, axial pressure is imposed on the component through the vertical force jack, and horizontal force is imposed through the horizontal force jack to form the torsion to the component. The experiment device is simple and convenient to assemble, can be used immediately when being assembled, and can be recycled.

Description

A kind of member is pressed twisting experimental device
Technical field
The utility model is a kind of experimental provision that concrete component or steel reinforced concrete member are reversed under the axial pressure effect that carries out, and belongs to the Architectural Structure Experimentation technical field.
Background technology
In building structure, bear the member ubiquity of torsional interaction, but situation about being under the independent effect of moment of torsion is then few, is in the subjected to combined torsion state mostly.The carriage that falls the L shaped crane girder that cuts section bar, bears level braking power, bears different end reactions of the curved gallery beam in for example curved bridge, theater and stadium, asymmestry section winds up, roof truss winds up, framework side bar, high-rise building conversion layer crossbeam etc. mostly are in the subjected to combined torsion state under moment of flexure, shearing and the moment of torsion acting in conjunction.Under wind load and seismic loading, the destruction of member also major part is to be caused by the various combination of bending, cut, turning round.Therefore, to the research structure member pure turn round with subjected to combined torsion under turned round the performance research experiment and theoretical analysis has important and practical meanings and wide future in engineering applications, be not only the actual requirement that the member appropriate design is calculated, also be to improve pressing for of member analysis theories, have the double meaning of theory and practice.
Under a stable condition, as framework side column wind-engaging and geological process situation, axis compression member also may bear certain moment of torsion, and it is a kind of subjected to combined torsion member.In whole loading process, member is to bear axle pressure earlier, and is to be constant existence all the time, then bears moment of torsion.
At present, study experiment that the member pressurized turns round separately seldom, and experimental technique is complicated, the not enough science of experimental provision, the pressure that is difficult for the excellent research member is turned round state.Therefore, the experimental technique that a kind of research structure member of utility model is turned round experimental provision under the acting in conjunction and simple possible in pressure is very necessary, help better research and develop the building structure pressurized turning round the theory of immixture, and can more reasonably calculate the performance of building structure under load action.
The utility model content
The purpose of this utility model is to provide a kind of science that is simple and easy to realize to carry out the experimental provision that square-section concrete component or steel reinforced concrete member pressurized are turned round immixture, can be applied in the test of building structure, accurately the stress performance of observation component under load action.Understand the feature of component damage, measure the strain and the deformation of members of member each several part very easily.
To achieve these goals, the utility model has been taked following technical scheme.This experimental provision comprises pedestal, is fixed on reaction beam, the counter force wall that is fixed on the pedestal right side, vertical force lifting jack, front plate, rear plate, pure loading beam, loading beam and the horizontal force jack turned round of pedestal top by support.Wherein: member is fixed on the pedestal.The position of vertical force lifting jack is corresponding with the tip position of member, be used for member is applied axle pressure, the vertical force lifting jack acts on the member top by ball pivot, fixedly connected with steel plate in vertical force lifting jack top, steel plate and reaction beam surround a space, be provided with ball in the space, steel plate can be moved in the horizontal direction with respect to counter force wall.Front plate is fixedlyed connected with rear plate, and the top of member is clamped between front plate and the rear plate; Loading beam is fixedlyed connected with rear plate with front plate; A pure end and the front plate of turning round loading beam is hinged, and the other end is fixedlyed connected with counter force wall; One end of horizontal force jack is hinged by force transducer and loading beam, and the other end is fixedlyed connected with counter force wall.
When the application said apparatus experimentizes, may further comprise the steps:
1) member is fixed on the pedestal, turns round loading beam and horizontal force jack is fixed on the counter force wall pure;
2) earlier carry out pure loading beam and the front plate turned round hinged, again front plate is fixedlyed connected with rear plate, and the top of member is clamped between front plate and the rear plate;
3) loading beam is fixedly connected on front plate and the rear plate;
4) horizontal force jack is hinged on the loading beam by force transducer, and distance is left at horizontal force jack and member center, is convenient to member is applied moment of torsion;
5) the vertical force lifting jack that will have a ball pivot is connected on the reaction beam by ball and steel plate, and the vertical force lifting jack is used for member is exerted pressure on the vertical direction at member top.Between member top and vertical force lifting jack, can place the loading backing plate, like this can be so that axle pressure evenly vertically acts on member end face place.
6) apply axle pressure by the lifting jack on the vertical direction to member earlier, apply horizontal force by horizontal force jack to member again, and constantly gather desired data, until component damage, finally finish the pressure of member and turn round performance test,, be the pure performance test of turning round of member if do not apply axial pressure.
This method experimental principle science, experimental provision is made simple, and is easy to assembly, plug and play, can be recycled, experimental result well reflect structure member is turned round performance under the acting in conjunction in pressure, for the member of pressurized torsion effect in the better research building structure provides foundation.
Description of drawings
Fig. 1 is experiment charger synoptic diagram;
Fig. 2 is the charger planimetric map;
Fig. 3 is front plate 14 front views;
Fig. 4 is front plate 14 vertical views;
Fig. 5 is front plate 14 side views;
Fig. 6 is rear plate 15 front views;
Fig. 7 is rear plate 15 vertical views;
Fig. 8 is rear plate 15 side views;
Fig. 9 loads girder steel 16 front views for pure turning round;
Figure 10 loads girder steel 16 vertical views for pure turning round;
Figure 11 (a) is the 1-1 sectional view of Fig. 9;
Figure 11 (b) is the 2-2 sectional view of Fig. 9;
Figure 11 (c) is the 3-3 sectional view of Fig. 9;
Figure 12 is for loading girder steel 17 front views;
Figure 13 is for loading girder steel 17 vertical views;
Figure 14 (a) is the 4-4 sectional view of Figure 12;
Figure 14 (b) is the 5-5 sectional view of Figure 12;
Wherein: 1, pedestal, 2, counter force wall, 3, reaction beam, 4, member, 5, force transducer, 6, the vertical force lifting jack, 7, ball, 8, steel plate, 9, load backing plate, 10, the earth anchor bolt, 11, support girder steel, 12, support, 13, baffle plate, 14, front plate, 15, rear plate, 16, the pure loading girder steel of turning round, 17, load girder steel, 18, horizontal force jack, 19, dial gauge, 20, displacement meter, 21, pad, 22, bolt, 23, carbon cloth.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing:
Present embodiment provides a kind of such pressure of carrying out to turn round the immixture or the experimental provision of pure torsion effect, its structure comprises pedestal 1, counter force wall 2, reaction beam 3, force transducer 5, vertical hydraulic lifting jack 6, ball 7, steel plate 8, loads backing plate 9, earth anchor bolt 10, supports girder steel 11, support 12, baffle plate 13, front plate 14, rear plate 15, the pure data acquisition equipment etc. that loads girder steel 16, loads girder steel 17, horizontal force hydraulic jack 18, dial gauge 19, displacement meter 20 and carry out the structural test indispensability of turning round as shown in Figure 1 and Figure 2.
As shown in Figure 1, reaction beam 3 is fixed on the top of pedestal 1 by support 12, the right side of the pedestal that counter force wall 2 is fixing, and member 4 is fixed on the pedestal 1.Pure loading girder steel 16 1 ends of turning round are fixed on the counter force wall 2, and an end and front plate 14 are hinged.Front plate 14 is fixedlyed connected with rear plate 15, and the top of member 4 is clamped between front plate 14 and the rear plate 15.To load girder steel 17 is positioned between front plate 14 and the rear plate 15, with bolt 22 front plate 14, rear plate 15 and loading girder steel 17 are linked together, four nuts are arranged on the every bolt 22, it is two in the outside of forward and backward clamping plate, the inboard is two between the clamping plate, fastening nut makes that distance remains unchanged between the forward and backward clamping plate, destroys with the mobile member that the causes 4 top local compressions that prevent the loading procedure middle clamp plate.Horizontal force hydraulic jack 18 1 ends are fixed on the counter force wall 2, and an end is hinged with loading girder steel 17 by force transducer 5.The vertical force lifting jack 6 that has ball pivot on the vertical direction at member 4 tops is connected on the reaction beam 3 by ball 7 and steel plate 8, and just in time be positioned at member 4 tops directly over.
The structure of front plate 14 such as Fig. 3~shown in Figure 5, it is welded by three block plates, and is processed into as diagram shape, and eight bolts hole are arranged above the big steel plate, processes a hole on two blocks of outstanding little steel plates, is used for turning round with pure that to load girder steel 16 hinged.
The structure of rear plate such as Fig. 6~shown in Figure 8, it is processed by a block plate, and top bolt hole is corresponding with front plate 14.Front plate 14 is clamped with the member 4 that rear plate 15 usefulness bolts 22 will be wrapped with carbon cloth 23, bolt 22 is elongated screwed screw mandrels, when connecting, on every bolt 22 four nuts are arranged, it is two in the outside of forward and backward clamping plate, the inboard is two between the clamping plate, thereby make that distance remains unchanged between the forward and backward clamping plate, destroy with the mobile member that the causes 4 top local compressions that prevent the loading procedure middle clamp plate.
The pure structure that loads girder steel 16 such as Fig. 9~shown in Figure 11 of turning round, it is welded by an I-shaped shaped steel and three block plates, and concrete form is as scheming.Load girder steel 16 sectional views as can be seen from pure the turning round of Figure 11, on the steel plate that its end is connected four bolts hole are arranged, be used for counter force wall 2 affixed; The other end has two block weldings steel plate together, and is processed with a hole, is convenient to use pin and front plate hinged, can only rotate.
The structure of loading girder steel 17 such as Figure 12~shown in Figure 14, it is welded by I-shaped shaped steel and four block plates, an end that loads girder steel 17 is processed with four bolts hole, be used for being connected with front plate 14 and rear plate 15, four block plates are ribbed stiffener, be used for increasing the rigidity that loads girder steel 17, wherein two block plates are positioned at top and the forward and backward clamping plate junction that loads girder steel 17, and two are positioned at loading girder steel 17 middle part horizontal hydraulic pressure lifting jack 18 and make use in addition.Load girder steel 17 and be connected in closely between front plate 14 and the rear plate 15 by bolt 22, the middle part and the force transducer 5 that load girder steel 17 are hinged.Horizontal hydraulic pressure lifting jack 18 is by applying moment of torsion with 17 pairs of members of the bolted loading girder steel of forward and backward clamping plate.
Adopt the device in the present embodiment to experimentize, its experimental technique is as follows:
1) member 4 that the top is wrapped with one deck carbon cloth 23 is positioned on the pedestal 1, and the width of carbon cloth 23 is slightly larger than the width of front plate 14.Adjust the position of member 2, support the both sides, front and back that girder steels 11 are placed on member 4 with two, and will support girder steel by baffle plate 13 and hold out against fixingly, with earth anchor bolt 10 member 4 bottoms are fixed on the pedestal 1 again.
2) pure turning round loaded girder steel 16 and horizontal force hydraulic jack 18 is fixed on the counter force wall 2;
3) pure turning round loaded girder steel 16 and front plate 14 pin by processing and carry out hingedly, the hinged place is positioned on the extended line of two relative length of side mid points of member 4, can rotate.Front plate 14 and rear plate 15 are fixed on the top of member 4 with bolt 22, to load girder steel 17 simultaneously is connected by bolt 22 with front plate 14, rear plate 15, it should be noted, when connecting with bolt 22, four nuts are arranged on the bolt, the outside that lays respectively at forward and backward clamping plate so just can be connected forward and backward clamping plate reliably with member 4 and loading girder steel 17 with inboard;
4) the vertical force lifting jack 6 that has ball pivot on the vertical direction at member 4 tops is connected on the reaction beam 3 by ball 7 and steel plate 8, member 4 end faces shop layer of fine sand, be used for levelling, place again and load backing plate 9, make axle pressure evenly vertically act on member 4 end face places.Horizontal force jack 18 is hinged on by force transducer 5 and loads on the girder steel 17, with member 4 centers at a distance of certain distance, be convenient to apply moment of torsion;
5) load dial gauge 19 of layout on girder steel 16 extended lines pure the turning round of member 4 overhead heights, be used for measuring the micro-displacement of member on this direction, at same highly place, arrange a displacement meter 20 on the extended line of horizontal force jack 18, be used for measuring this displacement, the difference of the reading of displacement meter 20 and dial gauge 19 promptly accurately measures deformation of members (corner) divided by the distance between displacement meter 20 and the dial gauge 19; By lead various on the member 4 are linked to each other with data acquisition system (DAS) according to the required strainometer of different experiments;
6) apply axle pressure by the lifting jack on the vertical direction 6 to member 4 earlier, keep axial force constant, apply horizontal force by horizontal hydraulic pressure lifting jack 18 again, loading procedure can be controlled by displacement, also can be controlled by load, or load-displacement mixes control.Destroy thereby be loaded on member 4, obtain the data of wanting, carry out test result analysis, finally finish the pressure of member and turn round performance test,, be the pure performance test of turning round of member if do not apply axial pressure by data acquisition system (DAS).
The utility model adopts a pure loading girder steel 16 of turning round to come the shearing of negative function at member 4 tops, and member 4 bottoms are fixed, and the top can only produce and reverse, the simple science of this principle, thus reach the state of member 4 under pure torsion effect.Simultaneously, it should be noted that member 4 tops are wrapped with one deck carbon cloth 23, the parcel width of carbon cloth 23 is slightly larger than the width of clamping plate, forms the constraint to member 4 tops, prevents to produce local compression and destroys and cause the failure of an experiment.

Claims (1)

1, a kind of member is pressed twisting experimental device, comprise pedestal, be fixed on the reaction beam of pedestal top and the counter force wall that is fixed on the pedestal right side, it is characterized in that: also comprise vertical force lifting jack, front plate, rear plate, pure loading beam, loading beam and the horizontal force jack turned round by support; Wherein: member is fixed on the pedestal, the position of vertical force lifting jack is corresponding with the tip position of member, and the vertical force lifting jack can act on the member top by ball pivot, fixedlys connected with steel plate in vertical force lifting jack top, steel plate and reaction beam surround a space, are provided with ball in the space; Front plate is fixedlyed connected with rear plate, and the top of member is clamped between front plate and the rear plate; Loading beam is fixedlyed connected with rear plate with front plate; A pure end and the front plate of turning round loading beam is hinged, and the other end is fixedlyed connected with counter force wall; One end of horizontal force jack is hinged by force transducer and loading beam, and the other end is fixedlyed connected with counter force wall.
CN200920106149U 2009-03-13 2009-03-13 Component pressure torsion experiment device Expired - Fee Related CN201373811Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200920106149U CN201373811Y (en) 2009-03-13 2009-03-13 Component pressure torsion experiment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200920106149U CN201373811Y (en) 2009-03-13 2009-03-13 Component pressure torsion experiment device

Publications (1)

Publication Number Publication Date
CN201373811Y true CN201373811Y (en) 2009-12-30

Family

ID=41499896

Family Applications (1)

Application Number Title Priority Date Filing Date
CN200920106149U Expired - Fee Related CN201373811Y (en) 2009-03-13 2009-03-13 Component pressure torsion experiment device

Country Status (1)

Country Link
CN (1) CN201373811Y (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102032992A (en) * 2010-10-22 2011-04-27 奇瑞汽车股份有限公司 Analysis method for fatigue of torsion beam welding assembly
CN102109443A (en) * 2010-12-24 2011-06-29 同济大学 High-accuracy hydraulic repeated loading test device
CN103175707A (en) * 2013-03-25 2013-06-26 同济大学 Testing apparatus suitable for substructure robustness of beam-column joints of planar frames
CN103223454A (en) * 2013-04-23 2013-07-31 太原科技大学 Upsetting and torsion combined deformation device
CN103424273A (en) * 2012-12-24 2013-12-04 上海钢之杰钢结构建筑有限公司 Spatial loading support for asymmetrical section bias test
CN103558098A (en) * 2013-10-22 2014-02-05 沈阳建筑大学 Pressure torsion test loading device for steel tube concrete pile
CN103575597A (en) * 2013-10-24 2014-02-12 湖南工业大学 Axial compression column non-loading reinforcement test device
CN104406842A (en) * 2014-12-17 2015-03-11 四川大学 Fixing device applied to tension and pressure vibration fatigue test of components
CN106441753A (en) * 2016-11-16 2017-02-22 东南大学 Long-beam component pure torsion test loading device and testing method thereof
CN106769536A (en) * 2016-11-16 2017-05-31 东南大学 The pure torsion test loading device of beam and its test method
CN108088736A (en) * 2018-01-16 2018-05-29 中国地震局工程力学研究所 Sub-structural test loading device
CN113063660A (en) * 2021-02-05 2021-07-02 海洋石油工程股份有限公司 Load testing device of ocean platform slideway beam

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102032992A (en) * 2010-10-22 2011-04-27 奇瑞汽车股份有限公司 Analysis method for fatigue of torsion beam welding assembly
CN102032992B (en) * 2010-10-22 2012-01-04 奇瑞汽车股份有限公司 Analysis method for fatigue of torsion beam welding assembly
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
CN103424273A (en) * 2012-12-24 2013-12-04 上海钢之杰钢结构建筑有限公司 Spatial loading support for asymmetrical section bias test
CN103424273B (en) * 2012-12-24 2016-02-24 上海钢之杰钢结构建筑系统有限公司 A kind of space for asymmestry section bias test loads bearing
CN103175707A (en) * 2013-03-25 2013-06-26 同济大学 Testing apparatus suitable for substructure robustness of beam-column joints of planar frames
CN103223454A (en) * 2013-04-23 2013-07-31 太原科技大学 Upsetting and torsion combined deformation device
CN103558098B (en) * 2013-10-22 2016-01-13 沈阳建筑大学 Steel core concrete column pressure torsional test charger
CN103558098A (en) * 2013-10-22 2014-02-05 沈阳建筑大学 Pressure torsion test loading device for steel tube concrete pile
CN103575597A (en) * 2013-10-24 2014-02-12 湖南工业大学 Axial compression column non-loading reinforcement test device
CN104406842A (en) * 2014-12-17 2015-03-11 四川大学 Fixing device applied to tension and pressure vibration fatigue test of components
CN104406842B (en) * 2014-12-17 2016-08-31 四川大学 A kind of component tension and compression vibrating fatigue fixing device for experiment
CN106441753A (en) * 2016-11-16 2017-02-22 东南大学 Long-beam component pure torsion test loading device and testing method thereof
CN106769536A (en) * 2016-11-16 2017-05-31 东南大学 The pure torsion test loading device of beam and its test method
CN106441753B (en) * 2016-11-16 2019-05-28 东南大学 The pure torsion test loading device of long beam and its test method
CN106769536B (en) * 2016-11-16 2019-05-31 东南大学 The pure torsion test loading device of beam and its test method
CN108088736A (en) * 2018-01-16 2018-05-29 中国地震局工程力学研究所 Sub-structural test loading device
CN108088736B (en) * 2018-01-16 2024-04-30 中国地震局工程力学研究所 Substructure test loading device
CN113063660A (en) * 2021-02-05 2021-07-02 海洋石油工程股份有限公司 Load testing device of ocean platform slideway beam

Similar Documents

Publication Publication Date Title
CN201373811Y (en) Component pressure torsion experiment device
CN101498625A (en) Component pressing and twisting experimental device and method thereof
CN203606232U (en) Pressing, bending and twisting composite stress member loading device
CN106644324B (en) A kind of experimental rig can be used for light steel frame bean column node Experiment of Mechanical Behavior
CN103115828B (en) Component combined torsion experimental device and method
CN100467819C (en) Construction process for pretension carbon fiber cloth reinforced concrete beam
CN104165807B (en) Large-deflection destruction testing device and method for prestressed concrete plate beam
CN102052935B (en) Single tower cable-stayed bridge model test system based on damage identification
CN103033385B (en) Device and method of self-balancing portable automatic control shear wall horizontal vertical load common effect performance test
CN110284535B (en) Vertical load loading device for civil engineering field test
CN206862607U (en) A kind of new structure slow test loading experiment frame
CN103076192A (en) Portable performance test device for automatic control of combined action of bidirectional load of beam-column joint and determination method
CN207300722U (en) A kind of bean column node Experimental Study on Seismic Behavior device
CN202144582U (en) Assembly type box-shaped bracket system for single column pier of bridge
CN206832585U (en) Use for laboratory anchor system test device
CN107576569A (en) A kind of loading device for testing and test method that edge constraint is realized to board member
CN109374413B (en) On-site detection device suitable for bearing capacity of reinforced concrete beam and setting method thereof
CN203069465U (en) Combined torsion experiment device of member
CN113335560B (en) Complex load box section or barrel section test device and method
CN105259043A (en) Self-balancing loading device for batch concrete-filled steel tubes
CN202164552U (en) Prepressing counter-force frame device of model 0 block support frame
CN203037475U (en) Self-balancing portable automatic control shear wall horizontal vertical load interaction performance test device
CN201693117U (en) Double-post inclined prestressed stand for free forging hydraulic press
CN104132854A (en) Member pure-torsion experimental device and member pure-torsion experimental method
CN204626266U (en) Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device

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: 20091230

Termination date: 20120313