CN211013838U - Self-balancing constant loading device for researching creep performance of steel pipe concrete member - Google Patents
Self-balancing constant loading device for researching creep performance of steel pipe concrete member Download PDFInfo
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- CN211013838U CN211013838U CN201921760467.0U CN201921760467U CN211013838U CN 211013838 U CN211013838 U CN 211013838U CN 201921760467 U CN201921760467 U CN 201921760467U CN 211013838 U CN211013838 U CN 211013838U
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Abstract
A self-balancing constant loading device for researching creep performance of a steel pipe concrete member belongs to the field of building structure engineering. For the creep mechanical properties of research steel pipe concrete, need carry out long-term invariable load test to the steel pipe concrete component, the utility model relates to an easy operation, convenient easy self-balancing invariable loading device need not to occupy the large-scale reaction frame in laboratory for a long time, and its theory of operation is: a self-balancing loading system consisting of a jack, a bearing plate and an anchoring bolt applies test load, an anchoring nut of the bolt fastens and locks a test load value, the jack supplements load relaxation generated by shrinkage and creep of concrete, and a load supplementing nut fastens and locks the supplemented load value, so that the aim of simulating real long-term constant load of a building structure is fulfilled. The utility model discloses other measuring tool of device configuration simultaneously etc. can carry out the creep mechanics behavior analysis research of steel pipe concrete.
Description
Technical Field
The utility model relates to a building structure engineering field is particularly, exactly a self-balancing invariable loading device of research steel pipe concrete component creep performance.
Background
The steel pipe concrete member is formed by pouring concrete in a steel pipe, is a steel and concrete combined member, the load action is jointly born by the steel pipe and a concrete material, the compressive strength of the concrete is greatly improved due to the restraint of the steel pipe on the concrete, and the local buckling strength of the steel pipe is greatly improved due to the restraint of the concrete on the steel pipe, so the combined member has excellent mechanical property and is widely applied to building structures. However, under the effect of long-term pressure load, the concrete in the steel pipe has a shrinkage creep effect, so that the mechanical properties of the steel pipe concrete member are remarkably changed, and therefore, the creep property of the steel pipe concrete member under the effect of long-term load needs to be researched to solve the problem of accurate calculation of the building structure design.
The prior testing device for the steel pipe concrete member under the long-term load action adopts a group of bolt fastening pretension force and test piece self-balancing method for loading, and the loading method has two problems: firstly, the method is only suitable for operation of small load, when large load is applied (more than 10 tons), the bolt is very difficult to screw manually, the limit load applied by a common steel pipe concrete test piece test needs to reach more than 120 tons, and the load must be loaded by a jack and a large-scale reaction frame or a pressure tester; secondly, the stress conditions of other bolts can be influenced when a single bolt is screwed, the stress among a plurality of bolts is influenced mutually, the pretightening force of all the bolts is controlled to be uniform and consistent through manual control, the operation is difficult, in addition, when the bolts are fastened, torque must be applied, the steel pipe concrete test piece bears the additional torque action, additional shear stress is generated, and the method is not consistent with the actual engineering situation.
Under the action of long-term load, the core concrete shrinkage creep effect in the steel pipe can cause the rigidity of a steel pipe concrete member to be continuously degraded, so that the pretension force for locking the bolt is continuously loosened, the test load intensity is continuously attenuated, if the test load intensity is ensured to be constant for a long time, continuous load supplement is required, the test equipment is occupied for a long time by relying on a large reaction frame or a pressure testing machine for load supplement, the cost is very high, a laboratory is difficult to bear, the problem is solved by the project, and the self-balancing long-term constant loading device capable of flexibly supplementing load is developed.
Disclosure of Invention
The utility model aims to solve the problem that a set of jack loading device and steel pipe concrete test piece load locking device are parallelly connected is provided, replaces the compression testing machine effect by the jack and carries out the axle center loading, needs two steel bearing plates that design rigidity is enough big to establish ties through the bolt and constitutes the loading effect of loading system with the supporting jack, and the additional pressure sensor that sets up is in order to acquire the load value.
In order to facilitate the installation of the jack and the steel pipe concrete test piece, the installation nuts are respectively arranged to position the relative positions of the bearing plates, and after the jack and the test piece are installed in place, the installation nuts are loosened to enable the jack and the test piece to be in a free state, so that the load application is not influenced.
In the loading system, an upper anchoring nut and a lower anchoring nut are used for fastening lockable load values, and in the load compensation system, a load compensation nut which is connected with a steel pipe concrete test piece in parallel under stress is designed for fastening and locking compensation load, namely: when the jack has finished compensating the load loss caused by the shrinkage and creep of the concrete, the parallel compensation nuts are fastened in place to lock the load, and the jack can be moved to other test pieces for use.
The pressure, displacement and strain measuring instruments are symmetrically arranged at proper positions, so that the pressure value and the stress value of the test piece can be obtained, and a creep variable-time curve, a load-compression curve and a load- (steel pipe) stress/(concrete) stress curve are drawn.
The implementation of the project has very obvious advantages, the operation is simple and convenient, creep performance test research of a plurality of groups of test pieces can be completed in a standard test period, and a large amount of manpower, material resources, financial resources and time can be saved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, and it is obvious for a person skilled in the art to obtain other drawings based on these drawings without any inventive work.
Fig. 1 is an elevation view of a self-balancing constant loading device for studying creep performance of a steel pipe concrete member provided by the embodiment of the present invention.
Fig. 2 is a cross-sectional view of a self-balancing constant loading device for studying creep performance of a steel pipe concrete member provided by the embodiment of the present invention.
In the figure: the device comprises a jack 1, a pressure sensor 2, a bearing plate 3, a central cushion block 4, a bolt rod 5, an upper anchor nut 6, a lower anchor nut 7, a load supplementing nut 8, a bolt hole 9, a steel pipe concrete test piece 10, a stiffening rib 11, a dial indicator 12, a strain gauge 13 and a positioning nut 14
Detailed Description
The following description of the present invention is provided to fully understand the technology of the present invention, and it is obvious that the present invention can be implemented by various different ways described herein, and those skilled in the art can implement similar promotion and deduction according to the actual situation without violating the content of the present invention, therefore, the protection scope of the present invention should not be limited by the specific content described herein.
The utility model discloses a diagram is schematic, and the diagram is mainly for explaining technical meaning, all does not draw according to the drawing proportion, and the specification and size of various concrete component parts has been given to the description of carrying out concrete implementation here, nevertheless can replace with other similar specifications and sizes completely, should not regard as this as the limitation to the protection scope of the utility model constitutes.
The utility model discloses an application to pipe concrete component, but also can be used to the application of other shape components, should not regard this as right the utility model discloses a protection scope constitutes the restriction.
Example (b): in order to make the technical solutions in the embodiments of the present invention better understood and make the above objects, technical features, and structural manners of the embodiments of the present invention concrete, the technical solutions in the embodiments of the present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and fig. 2, the self-balancing constant loading device structure for studying creep performance of steel pipe concrete members according to the present invention is shown, and the main material design selected in the embodiment is as follows: the specification of the steel pipe concrete test piece 10 is
The height is 342mm, the material Q345 is C30 concrete, the estimated ultimate bearing capacity of the member is not more than 120t, the Q L200 jack 1 is adopted, the rated load is 200t, the minimum height of the jack 1 is 472mm, the jacking height is 200mm, the rated load of the pressure sensor 2 is 200t, the height is 140mm, the height of the pressure bearing plate 3 is 200mm according to the 200t load, the plane size is 360mm × 360mm, 8 bolt rods 5 of M42 are matched, and the length of the bolt rods is 1740 mm.
The bearing plate 3 is an H200 × 360 × 20 × 30 component, the two flange plates are-30 × 360 × 360, the web plate is-20 × 140, groove double fillet weld welding is adopted, 8 bolt holes with the hole diameter of 46mm are symmetrically arranged at the position 55mm of the edge of the upper flange plate and the lower flange plate, the hole moment is 110mm, and the bearing plate 3 is processed into 3 pieces.
The diameter of the bolt rod 5 is 42mm, the length is 17400mm, the full length is tapped with a standard M42 screw thread, and 8 upper anchoring nuts 6 (including washers, the same below), 8 lower anchoring nuts 7, 8 complementary loading nuts 8 and 16 positioning nuts 14 are configured.
The test loading device is installed in the following sequence: inserting one end of 8 bolt bars 5 into the bolt holes 9 of the upper flange of the first bearing plate 3 → installing 8 lower anchor nuts 7 (including washers, the same applies hereinafter) on the lower surface of the upper flange of the bearing plate 3 → installing 8 set nuts 14 on the upper surface of the upper flange of the bearing plate 3 to apply a certain torque compression to fix the bolt bars 5 → inserting 4 set nuts 14 at the symmetrical two-end bolt bars 5 at a position 530mm from the previously installed first bearing plate 3 → inserting the bolt holes 9 of the second bearing plate 3, supported by 4 set nuts 14 → inserting 8 complementary nuts 8, temporarily positioned between the second bearing plate 3 and the third bearing plate 3 → inserting 4 set nuts 14 at the symmetrical two-end bolt bars 5 at a position about 510mm from the previously installed second bearing plate 3 → inserting the bolt holes 9 of the third bearing plate 3, supported by 4 retaining nuts 14 → threaded into the upper anchor nut 6, so far the test rack is installed.
Installing the steel pipe concrete test piece 10 on the center position of the first bearing plate 3 → installing the center cushion block 4 on the center position of the steel pipe concrete test piece 10 → installing the pressure sensor 2 on the center cushion block 4, and finely adjusting 4 positioning nuts 14 under the second bearing plate 3 in the test piece installing process to enable the second bearing plate 3 to flatly and slightly press the pressure sensor 2, so that the test piece is installed in place.
And (3) mounting the jack 1 on the central position of the second bearing plate 3, finely adjusting a positioning nut 14 below the third bearing plate 3 to enable the third bearing plate 3 to flatly and slightly press the jack 1, and thus completing the whole mounting of the test equipment and the test piece.
A pair of orthogonal strain gauges 13 are respectively stuck on four symmetrical surfaces of the steel pipe concrete test piece 10, one strain gauge 13 is respectively stuck on two symmetrical surfaces of the 8 bolt rods 5, and the electrical wiring of the strain gauges is connected with a multifunctional static strain box (instrument).
4 dial indicators 12 for measuring displacement are symmetrically arranged on the upper surface of the first bearing plate 3 and the lower surface of the second bearing plate 3, and the compression amount of the steel pipe concrete test piece 10 can be measured.
Debugging work before loading of formal test: installing 8 upper anchoring nuts 6, loosening all 16 positioning bolts 14 to prevent the bolts 5 from generating any constraint effect in the whole test process, initially loading a small amount of jacks 1, adjusting 8 upper anchoring nuts 6, finely adjusting the upper anchoring nuts 6 according to the reading of the strain gauge, and enabling 8 anchor bolts 5 to be uniformly stressed.
Formal loading test: slowly loading the jack 1 to a design value, after stabilizing for 10 minutes, fastening the anchoring nuts 6 symmetrically according to half of the loading design value, after staying for two hours, fastening the anchoring nuts 6 symmetrically according to the loading design value, uniformly bearing test load by 8 bolt rods 5, releasing the load of the jack 1, and detaching the jack 1 to move to other test pieces for work.
Load compensation: the tightening tension load of the upper anchoring nut 6 is reduced due to shrinkage and creep of concrete, the load value of the pressure sensor 2 can be monitored once a day, when the reduction of the load value is close to 2%, the jack 1 is adopted to supplement the load, the load supplementing nut 8 is screwed after the load supplementing to lock the load, the jack 1 can be moved to other test pieces to work, and the operation is carried out according to the method until the test time is over.
Final limit load test: and (3) placing 16 positioning nuts 14 at the middle position between the bearing plates 3, continuously applying load by using the jack 1, gradually loading by one step according to 10KN, and stopping each step of load for 2 minutes until the test piece is finally damaged.
The collated data is used to analyze the creep mechanical properties of the steel pipe concrete test piece 10.
The utility model discloses the device is convenient suitable for, can accomplish the creep performance test research of multiunit series test piece in a standard test period, can save a large amount of manpowers, material resources, financial resources, time, has fabulous social and economic benefits.
Claims (5)
1. The utility model provides a research steel pipe concrete component creep performance's invariable loading attachment of self-balancing, mainly includes loading system, load compensation system and measurement system, its characterized in that: the loading system is formed by connecting a jack (1), a pressure sensor (2), a bearing plate (3), a central cushion block (4), a bolt rod (5), an upper anchoring nut (6) and a lower anchoring nut (7) in series, the load compensation system is formed by connecting the bearing plate (3), the bolt rod (5), the lower anchoring nut (7) and a complementary loading nut (8) in series, and the measurement system is formed by respectively attaching the pressure sensor (2), a dial indicator (12) and a strain gauge (13) to the bearing plate (3), the bolt rod (5) and a steel pipe concrete test piece (10).
2. The self-balancing constant loading device for researching the creep performance of the steel pipe concrete component as claimed in claim 1, wherein: the bearing plates (3) are H-shaped welding steel components, eight bolt holes (9) are formed in the upper flange and the lower flange of each bearing plate to install the bolt rod (5), two stiffening ribs (11) are symmetrically arranged at the center of the web plate to form the structure which has bidirectional bending rigidity and can prevent the flange of the bearing plate (3) from buckling under the tensile force action of the bolt rod (5).
3. The self-balancing constant loading device for researching the creep performance of the steel pipe concrete component as claimed in claim 1, wherein: the jack (1) can apply a test load by depending on the support of the bearing plate (3), the bolt rod (5), the upper anchoring nut (6) and the lower anchoring nut (7), and a test load value is read through the pressure sensor (2).
4. The self-balancing constant loading device for researching the creep performance of the steel pipe concrete component as claimed in claim 1, wherein: the load supplementing nut (8) is arranged in the middle of the bolt rod (5), and when the jack (1) is used for supplementing load for the load attenuation caused by concrete creep, the load supplementing nut (8) is used for fastening and locking load.
5. The self-balancing constant loading device for researching the creep performance of the steel pipe concrete component as claimed in claim 1, wherein: arranging dial indicators (12) on the two bearing plates (3), measuring the compression amount of the steel pipe concrete test piece (10), respectively pasting a pair of orthogonal strain gauges (13) on four symmetrical surfaces of the steel pipe concrete test piece (10), respectively pasting one strain gauge (13) on two symmetrical surfaces of the eight bolt rods (5), and obtaining strain values at the strain gauges (13) through multifunctional static strain gauges connected through electric measuring lines.
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| CN201921760467.0U CN211013838U (en) | 2019-10-21 | 2019-10-21 | Self-balancing constant loading device for researching creep performance of steel pipe concrete member |
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| CN201921760467.0U CN211013838U (en) | 2019-10-21 | 2019-10-21 | Self-balancing constant loading device for researching creep performance of steel pipe concrete member |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112525666A (en) * | 2020-11-18 | 2021-03-19 | 同济大学 | Compression bar test device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112525666A (en) * | 2020-11-18 | 2021-03-19 | 同济大学 | Compression bar test device |
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