CN201285618Y - Combined experimental device structural mechanics - Google Patents
Combined experimental device structural mechanics Download PDFInfo
- Publication number
- CN201285618Y CN201285618Y CNU200820002971XU CN200820002971U CN201285618Y CN 201285618 Y CN201285618 Y CN 201285618Y CN U200820002971X U CNU200820002971X U CN U200820002971XU CN 200820002971 U CN200820002971 U CN 200820002971U CN 201285618 Y CN201285618 Y CN 201285618Y
- Authority
- CN
- China
- Prior art keywords
- node
- dish
- rod member
- joint
- bearing
- 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 - Lifetime
Links
Images
Landscapes
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Abstract
The utility model relates to the field of an experimental teaching device matching with the course of The Structural Mechanics in institutes of higher learning and is mainly applied in the experimental teaching of a rigid frame, a truss and a combined structure in a bar member structure. The experimental teaching device is mainly characterized in that joint discs adopt split structures, and a bar member is arranged in the two joint discs, wherein a weak connection with a special shape is arranged on a hinge joint disc, and an better hinge joint is obtained by utilizing the mechanic characteristic that the weak connection can transfer larger shaft force and only transfer less bending moment; the influence to a testing result from the size effect of a rigid joint disc is reduced by selecting a reasonable connection mode between the rigid joint disc and the bar member so as to obtain a better rigid joint. The joint characteristics and the support characteristics are converted conveniently. All measured quantities can achieve the electrical measurement of computer data acquisition and analysis, and the application of a computer data acquisition and analysis system not only brings the convenience for data acquisition, but also enriches the experimental teaching means and facilitates the implementation of the opened experimental teaching.
Description
Technical field
The utility model relates to institution of higher learning's " structural mechanics " experimental teaching equipment field, and product is mainly used in the experimental teaching of rigid frame in the member structure, truss and unitized construction.
Background technology
The structural mechanics main task is according to mechanics principle research structure internal force and distortion under external force and other extraneous factor effects, the intensity of structure, rigidity, stability and dynamic response, and the component law of structure.The main research object of institution of higher learning's " structural mechanics " is a member structure, and member structure is made up of rod member, node, bearing etc.During theoretical analysis, rod member is reduced to the axis of certain rigidity, can bear moment of flexure, axle power, shearing; Node and bearing are simplified to has only function and dimensionless tie point, is divided into pin joint, rigid joint according to the different node of function, and bearing is divided into roller support, hinged-support, hold-down support.Beam, arch, truss, rigid frame, unitized construction are the canonical forms of member structure, application in engineering practice is very extensive, therefore, with typical version be made into model experimentize the teaching will help very much the understanding of student to theory, but, make this subject can't carry out the contrast experiment of models and theory all the time owing to following reason causes measured result and theory error bigger.
1. desirable node is to have only function and the structural unit that do not have size, and the length of rod member is internodal distance, and actual node is the entity that certain size is arranged, and causes rod member in rigidity such as non-in theoretical length, can cause the node size effect to test result.All there are this problem in pin joint, rigid joint.
2. desirable pin joint can only bear a power can not bear moment of flexure, but desirable pin joint is non-existent, existence owing to reasons such as friction force in the actual engineering makes pin joint can not only bear certain moment of flexure, and often along with its moment of flexure that can bear of increase of axle power also increases thereupon.Same situation is present in the theory simplification of bearing.
3. the joint gap of rod member and node, often making structure is the transition system at the loading initial stage.
After being connected of charger and structure to the influence of malformation.
Summary of the invention
A kind of structure mechanics combined experimental device, frame adopts the rectangular frame structure of being made up of upper and lower crossbeam and left and right column, the experiment structure is made up of bearing, node, rod member, load to adopt that lever loads, hydraulic jack loads, spiral loading form, can apply that node draws, pressure and moment of flexure; Draw, pressure and moment of flexure measure by pull pressure sensor, strain is by sticking on the strain gage testing of characteristic portion, displacement of joint adopts multichannel data acquisition and analysis system to gather experimental data by displacement sensor; It is characterized in that: the node dish adopts split type structure, rod member is installed in two node dishes, truss adopts identical rod member with rigid frame, pin joint dish, rigid joint dish are identical with the connected mode of rod member, can exchange installation, and be provided with node dish installing and locating plate and load angle pulley mechanism is housed on column.
The purpose of this utility model provides a kind of multifunction structure mechanical testing equipment, capable of being combinedly on this device goes out experimental provisions such as structural mechanics truss, rigid frame, unitized construction.All tested parameters are realized electrical measurement, and data collection and analysis adopts multichannel computer data acquiring, analytic system.
Scheme of the present utility model is: the utility model is made up of frame, rod member, node, bearing, charger, transducing part, data acquisition and analysis system etc.Each several part function division is as follows:
Frame main body adopts rectangular frame structure, form by entablature, sill, left column, right column, node location-plate and mounting seat etc., entablature is used for erection support, left and right pillar and sill provide to load and support, and accurate location of the node when the node location-plate is used for the experimental provision installation and experimentation keep the flat state of experimental provision.Connect by web joint between the rectangular frame structure each several part, integral body links by bolt and base.
Rod member adopts thin-wall metal pipe or square tube, and there is the pilot hole that usefulness is installed at the pipe two ends, and reach adjustable two kinds of fixed length are arranged.Truss rod and rigid frame bar adopt identical rod member, are pasted with the strain that resistance strain gage is used to measure measuring point at the characteristic portion of rod member.Node is in order to connect each rod member, and to form the structure that needs, node adopts the dissection type disc structure, be called the node dish, the mounting portion clamping of rod member is in the centre of two node dishes, and by the friction force and the bearing pin transmitter shaft power of node dish and rod member, each node can connect 8 rod members at most.The node dish is divided into by function and is pin joint dish and anchoring point dish two classes, and two class node dishes are identical with the connected mode of rod member, interchangeable installation.Difference is to be provided with weak connection on the pin joint dish, make the pin joint dish can only bear very little moment of flexure, but can bear bigger axle power, also can bear bigger moment of flexure and the anchoring point dish both can bear bigger axle power, the combination by dissimilar node dishes just can obtain dissimilar nodes like this.Every class node dish can be divided into dish and two kinds of lower walls by the installation site difference.The node dish is by using the position difference can be divided into general node dish and bearing node dish two classes again.
Bearing is connected with entablature by rotating shaft, and by the rotation realization roller support of control bearing and the conversion of hinged-support, the difference of hinged-support and hold-down support is the connected mode of bearing node and bearing.The form of each bearing need not to determine in advance, can change arbitrarily by the bearing adjusting gear in experimentation.
Charger is installed on sill and the left and right column, in order to needed load to be provided.Load maintainer mainly contains four kinds and is respectively the loading of counterweight lever, the loading of leading screw lever, the loading of turbine and worm leading screw, two-way cylinder loading, can directly apply node pulling force, node pressure, the node moment of flexure of multiple spot to tested object.
Transducing part be provided with multiple sensors such as pull pressure sensor, foil gauge, displacement transducer be applied on the node in order to measurement draw, pressure, moment of flexure, the strain of rod member, the displacement of node etc.
Data collection and analysis partly adopts multichannel computer data acquiring, analytic system, measures the electric signal of dissimilar sensor output, thereby obtains tested each physical quantity, and finish by different way the real-time demonstration of tested parameter, storage, analysis etc.
The utility model has the advantages that: the node dish adopts split type structure, rod member is installed in two node dishes, the weak connection of given shape is set on the pin joint dish, utilizes weak the connection to have the mechanical characteristic that can transmit larger axis power but can only transmit very little moment of flexure, obtain comparatively desirable pin joint.By selecting the connected mode of rational rigid joint dish and rod member, reduce the size of rigid joint dish, thereby reduce of the influence of node size effect test result, obtain comparatively desirable rigid joint.The form that truss and rigid frame adopt identical rod member, pin joint dish and rigid joint dish can exchange installation, bearing such as can change easily at the feasible character that can conveniently change node, rod member and bearing, to obtain dissimilar structures, help the comparison of dissimilar structural experiment data.And the variation that loads the kind and the form of loading, help carrying out the comprehensive study experiment.Resistance strain gage on the rod member not only helps fast-wiring, and is convenient to the management of rod member by the form output of socket.Rod member adopts the node dish of mode that connecting-rods with constant lengh combines with adjustable rod, employing dissection type and the quick assembling that node dish location-plate etc. helps experimental provision is set.Polytype sensor is set, help the collection of data computing machine, hyperchannel, multidata type computer data acquisition and analysis system not only have powerful data acquisition, analytic function, and because computer utility, enrich experiment teaching means, helped carrying out open experimental teaching.
Below in conjunction with drawings and Examples the utility model is further specified
Description of drawings
Fig. 1 is the front view of structural mechanics test unit embodiment.
Fig. 2,3 is the wiring layout of general pin joint embodiment.Fig. 3 be the A of Fig. 2 to cut-open view, Fig. 2 is that the B of Fig. 3 is to cut-open view.
Fig. 4,5 is the wiring layout of general anchoring point embodiment.Fig. 5 be the A of Fig. 4 to cut-open view, Fig. 4 is that the B of Fig. 5 is to cut-open view.
Fig. 6 is a rod member embodiment wiring layout.
Fig. 7,8 is the wiring layout of general another embodiment of anchoring point.Fig. 8 be the A of Fig. 7 to cut-open view, Fig. 7 is that the B of Fig. 8 is to cut-open view.
Fig. 9,10 is the wiring layout of bearing pin joint embodiment.Figure 10 be the A of Fig. 9 to cut-open view, Fig. 9 is that the B of Figure 10 is to cut-open view.
1 base among the figure, 2 sills, 3 left columns, 4 tension and compression load bars, 5 turbine and worm pairs, 6 web joints, 7 bearing node dishes, 8 adjustable seats, 9 bearing rotating shafts, 10 bearings are adjusted screw, 11 entablatures, 12 rod members, 12-1 adjusts screw rod in a left side, 12-2 left side set nut, 12-3 rod member body, the right set nut of 12-4, right screw rod, 12-6 foil gauge, the 12-7 connector socket adjusted of 12-5,13 right columns, 14 pulley mechanisms, 15 load bar bars, 16 wire rope adjusting gears 17 load counterweight, 18 two-way load cylinders, and 19 load dolly, 20 load leading screw, 21 wire rope, 22 force cells, 23 moment of flexure load bars, 24 general node dishes, 25 node dish location-plates.
Embodiment
Of the present utility model is to implement like this:
1, the node part is in node shown in Fig. 2,3,4,5,7,8,9,10, node is made up of upper and lower two node dishes, the adjustment bolt of rod member (12) (12-1,5) clamps by the arc surface of upper and lower dish, upper and lower node dish connects by bolt, lower wall is a threaded hole, and last dish is a through hole.Fig. 2,3 is general pin joint, and Fig. 4,5 is general anchoring point, and Fig. 9,10 is the bearing pin joint.The difference of pin joint and anchoring point is: the upper and lower dish of pin joint is the pin joint dish, and it is the anchoring point dish that the upper and lower dish of anchoring point has a node dish at least.The difference of general node and bearing node is: the bearing node can be realized the hinge knot by bolt in the middle of the node dish and adjustable seats (8), if increase a caging bolt, then realizes the fixed of bearing node and adjustable seats (8).The pin joint dish is with the difference of anchoring point dish: be provided with weak the connection on the pin joint dish, make the pin joint dish can only transmit very little moment of flexure, but can transmit bigger axle power, also can transmit bigger moment of flexure and the anchoring point dish both can transmit bigger axle power, just can obtain dissimilar nodes by different node dishes is installed like this.Pin joint dish shown in Fig. 2,3 adopts the weak connection of the little beam form of rectangle, and little beam only needs less moment of flexure can produce bigger corner, thereby reaches the purpose of maximal bending moment on the control truss member.
2, rod member part rod member has two kinds of fixed length rod member and adjustable rod members, in the adjustable rod member of Fig. 6, about adjust screw rod (12-1,5) and be respectively left and right hand thread, revolving rod body (12-3) scalable is adjusted the distance of pilot hole on the screw rod, to meet the requirements of installation dimension.Be pasted with resistance strain gage (12-6) on the rod member, and connector socket (12-7) is housed, to make things convenient for strain testing and strain testing fast-wiring.Truss rod and rigid frame bar adopt identical rod member to help the quick conversion of node type.
3, rack section connects into sill (2), left column (3), right column (13), entablature (11) by web joint (5) experimental framework of a rectangle, sill (2) is installed on the base (1), node location-plate (25) (diagram experiment structure should have 5, only draws 2 among the figure) is housed between the lower and upper cross-member.Adjustable seats (8) links to each other with entablature by bearing rotating shaft (9), adjusts tightening and the fixed relationship that unclamps and combine bearing node dish (7) and adjustable seats (8) of screw (10) by bearing, can realize multiple support style.As: when bearing adjustment screw (10) was hinged state for unscrewing state, bearing node dish (7) with adjustable seats (8), then Ci Shi support style was a roller support.Sill (2) loads the counter-force support for loading provides, and left and right column (3,13) both can provide and load the counter-force support, also can will vertically load the level that is converted into by pulley mechanism (14) and load.On the node dish location-plate (25) the node alignment pin is housed, accurate location of the node dish when being used for testing the structure assembling and experimentation keep the flat state of experiment structure.
4, loading section loading scheme as shown in Figure 1, force cell (22) one ends are connected on the node dish, one end is connected on the wire rope (21), wire rope (21) is connected to by wire rope adjusting gear (16) again and loads on the lever (15), load by loading counterweight (17) or loading leading screw (20), just can obtain the vertical pulling force that amplifies through the bar bar.Also wire rope (21) can be connected on the two-way load cylinder (18) that has loading dolly (19), directly apply vertical pulling force.If the wire rope (21) that will be connected with two-way load cylinder (18) changes the rigidity load bar into, then can realize drawing, pressing two-way loading, also can adopt tension and compression load bar (4) to realize drawing, press two-way loading with the mode that turbine and worm pair (5) matches.Vertical pulling force also can change into horizontal pull or moment of flexure by pulley mechanism (14), when horizontal force is connected the point of application of moment of flexure load bar (23), has just applied the node moment of flexure, and the size of moment of flexure is the long-pending of pulling force and moment of flexure load bar (23) length.In addition, can produce corresponding internal force load by the length of adjusting adjustable rod member.
5, data collection and analysis partly adopts multichannel computer data acquiring, analytic system, by the pull pressure sensor, the resistance that are provided with answer that sheet, displacement transducer etc. can measure directly that each measuring point draws, pressure and strain, displacement, node moments of flexure etc. can be analyzed the theoretical value of rod member strain, displacement of joint under the current load and compare with measured value by corresponding analysis software.
Claims (4)
1, a kind of structure mechanics combined experimental device, frame adopts the rectangular frame structure of being made up of upper and lower crossbeam and left and right column, the experiment structure is made up of bearing, node, rod member, load to adopt that lever loads, hydraulic jack loads, spiral loads form, can apply that node draws, pressure and moment of flexure; Draw, pressure and moment of flexure measure by pull pressure sensor, strain is by sticking on the strain gage testing of characteristic portion, displacement of joint adopts multichannel data acquisition and analysis system to gather experimental data by displacement sensor; It is characterized in that: the node dish adopts split type structure, rod member is installed in two node dishes, truss adopts identical rod member with rigid frame, pin joint dish, rigid joint dish are identical with the connected mode of rod member, can exchange installation, and be provided with node dish installing and locating plate and load angle pulley mechanism is housed on column.
2, structure mechanics combined experimental device according to claim 1 is characterized in that: be provided with weak connection on the pin joint dish.
3, structure mechanics combined experimental device according to claim 1 is characterized in that: bearing is provided with bearing and rotates the adjustment screw.
4, structure mechanics combined experimental device according to claim 1 is characterized in that: rod member has connecting-rods with constant lengh and two kinds of forms of adjustable rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820002971XU CN201285618Y (en) | 2008-01-30 | 2008-01-30 | Combined experimental device structural mechanics |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820002971XU CN201285618Y (en) | 2008-01-30 | 2008-01-30 | Combined experimental device structural mechanics |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201285618Y true CN201285618Y (en) | 2009-08-05 |
Family
ID=40950601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820002971XU Expired - Lifetime CN201285618Y (en) | 2008-01-30 | 2008-01-30 | Combined experimental device structural mechanics |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201285618Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102426808A (en) * | 2011-11-03 | 2012-04-25 | 西安交通大学 | Planar truss structural stability mechanics experimental apparatus |
| CN102750868A (en) * | 2012-05-30 | 2012-10-24 | 浙江科技学院 | Experiment model of portal frame |
| CN105206142A (en) * | 2015-10-27 | 2015-12-30 | 大连理工大学 | Displacement visualizing experimental device for teaching |
| CN105243934A (en) * | 2015-10-27 | 2016-01-13 | 大连理工大学 | Teaching experiment device making force method visualized |
| CN105957428A (en) * | 2016-07-07 | 2016-09-21 | 哈尔滨工业大学（威海） | Structural mechanic experiment device for drawing multi-span beam influence line through kinematic method and structural mechanic experiment method thereof |
| CN106205354A (en) * | 2016-09-23 | 2016-12-07 | 大连理工大学 | The experiment device for teaching of a kind of checking zero bar effect in truss Instability and experimental technique |
| CN106327966A (en) * | 2016-09-23 | 2017-01-11 | 大连理工大学 | Assembly beam structure experiment model and method |
| CN106448429A (en) * | 2016-09-23 | 2017-02-22 | 大连理工大学 | Multilayer frame teaching experiment model and experiment method thereof |
| CN106706284A (en) * | 2016-11-23 | 2017-05-24 | 上海宇航***工程研究所 | Simplified verification method for bearing capacity of support type multi-sphere storage box |
-
2008
- 2008-01-30 CN CNU200820002971XU patent/CN201285618Y/en not_active Expired - Lifetime
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102426808A (en) * | 2011-11-03 | 2012-04-25 | 西安交通大学 | Planar truss structural stability mechanics experimental apparatus |
| CN102750868A (en) * | 2012-05-30 | 2012-10-24 | 浙江科技学院 | Experiment model of portal frame |
| CN105243934B (en) * | 2015-10-27 | 2017-11-10 | 大连理工大学 | A kind of experiment device for teaching for intuitively changing force method |
| CN105243934A (en) * | 2015-10-27 | 2016-01-13 | 大连理工大学 | Teaching experiment device making force method visualized |
| CN105206142A (en) * | 2015-10-27 | 2015-12-30 | 大连理工大学 | Displacement visualizing experimental device for teaching |
| CN105206142B (en) * | 2015-10-27 | 2018-01-30 | 大连理工大学 | A kind of experiment device for teaching for intuitively changing displacement method |
| CN105957428A (en) * | 2016-07-07 | 2016-09-21 | 哈尔滨工业大学（威海） | Structural mechanic experiment device for drawing multi-span beam influence line through kinematic method and structural mechanic experiment method thereof |
| CN105957428B (en) * | 2016-07-07 | 2018-09-21 | 哈尔滨工业大学（威海） | A kind of mobile law makees the structural mechanics experimental provision and method of multispan beam influence line |
| CN106205354A (en) * | 2016-09-23 | 2016-12-07 | 大连理工大学 | The experiment device for teaching of a kind of checking zero bar effect in truss Instability and experimental technique |
| CN106327966A (en) * | 2016-09-23 | 2017-01-11 | 大连理工大学 | Assembly beam structure experiment model and method |
| CN106448429A (en) * | 2016-09-23 | 2017-02-22 | 大连理工大学 | Multilayer frame teaching experiment model and experiment method thereof |
| CN106205354B (en) * | 2016-09-23 | 2022-04-15 | 大连理工大学 | Teaching experiment device and experiment method for verifying action of zero rod in truss instability process |
| CN106327966B (en) * | 2016-09-23 | 2022-05-13 | 大连理工大学 | Assembly beam structure experiment model and method |
| CN106448429B (en) * | 2016-09-23 | 2022-05-27 | 大连理工大学 | Multilayer frame teaching experiment model and experiment method |
| CN106706284A (en) * | 2016-11-23 | 2017-05-24 | 上海宇航***工程研究所 | Simplified verification method for bearing capacity of support type multi-sphere storage box |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101303813A (en) | Structure mechanics combined experimental device | |
| CN201285618Y (en) | Combined experimental device structural mechanics | |
| CN201417187Y (en) | Rod-cable force measurer | |
| CN106644324B (en) | A kind of experimental rig can be used for light steel frame bean column node Experiment of Mechanical Behavior | |
| CN111272582B (en) | System and method for testing structure one-way compression shear static force | |
| CN108896271B (en) | Five-component force measuring balance in-situ loading calibration device for helicopter rotor wing pneumatic test | |
| WO2012013137A1 (en) | Full load static characteristics testing device for bolt joint surface unit and testing method thereof | |
| CN201262795Y (en) | Truss structure and experimental apparatus for analyzing and designing bearing capacity | |
| CN102052935B (en) | Single tower cable-stayed bridge model test system based on damage identification | |
| CN101706389B (en) | Device for testing fracture energy of concrete by three-point bending beam without self-gravity doing work | |
| CN110288881B (en) | Modular structure mechanics experiment platform system | |
| CN101561376A (en) | Bidirectional tensile tester | |
| CN201464350U (en) | Concrete beam loading test device | |
| CN104269088A (en) | Mechanical experimental device and method for conducting experiment by applying same | |
| CN209027758U (en) | The experimental rig of phantom frame beam column interior joint receiving horizontal earthquake action | |
| CN113335560B (en) | Complex load box section or barrel section test device and method | |
| CN103163016A (en) | Auxiliary device for carrying out axial tension test on quasi brittle materials | |
| CN103776578A (en) | Section internal force measurement sensor and calibration method | |
| CN208335595U (en) | A kind of steel structure node plane mechanics performance test apparatus | |
| CN102507439A (en) | Testing device and method for directly testing adhesive property between early-age concrete and reinforcing steel bars | |
| CN200947081Y (en) | Portable digital display torque coefficient tester | |
| CN102103065A (en) | Device for calibrating extraction instrument | |
| CN206236339U (en) | One kind assembling girder construction experimental model | |
| CN111650063A (en) | Normal load loading device based on single-shaft fatigue testing machine | |
| CN207850594U (en) | Steel chord type anchor ergometer calibrating installation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090805 |
|
| CX01 | Expiry of patent term |