CN207133129U - A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed - Google Patents
A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed Download PDFInfo
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- CN207133129U CN207133129U CN201720729029.2U CN201720729029U CN207133129U CN 207133129 U CN207133129 U CN 207133129U CN 201720729029 U CN201720729029 U CN 201720729029U CN 207133129 U CN207133129 U CN 207133129U
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- 238000012360 testing method Methods 0.000 title claims abstract description 91
- 230000003068 static effect Effects 0.000 title claims abstract description 46
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 239000004567 concrete Substances 0.000 title claims abstract description 25
- 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 18
- 238000002474 experimental method Methods 0.000 claims abstract description 7
- 238000009408 flooring Methods 0.000 claims abstract description 7
- 239000000203 mixture Substances 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 3
- 239000011513 prestressed concrete Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 4
- 230000007704 transition Effects 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 4
- 238000005096 rolling process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000007906 compression Methods 0.000 description 1
- 230000013632 homeostatic process Effects 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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Abstract
It the utility model is related to a kind of bridge static loading test device, refer in particular to a kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed, including test beam, jack, reaction beam, entablature, vertical connecting rod, branch pedestal, lever beam and ground reaction force pier.The reaction beam is located above test beam, and between reaction beam and test beam, entablature is located on reaction beam both ends jack；Entablature both ends are provided with vertical connecting rod, and vertical connecting rod lower end is coupled with lever beam rearward end, and lever beam is coupled through branch pedestal by bearing pin, and lever beam front end contacts offer experiment counter-force with ground reaction force pier.Reaction beam uses section assembling formula prestressed structure, can largely save material.And drill through vertical connecting rod from floorings and tested.It is this test platform structure science, economic and practical, it is easy to the resettlement transition of scene beam processed, the demolition second ploughing problem for the foundation ditch concrete weight anti-force type testing bed, testing stand that current 40m beams use has been eradicated, suitable for various spans, the static test of beam type.
Description
Technical field
A kind of bridge static loading test device is the utility model is related to, refers in particular to a kind of large span simple supported box beam static test
With pre-stressed steel pipe concrete self-balancing type static test bed.
Background technology
No. 98248613.8 patent documents of ZL disclose a kind of precast prestressed concrete simply supported beam and filled with static test
Put, using universal rod body assembly trusses Resistance Test load, Simply supported PC beam is entered at the construction field (site) so as to realize
Row static test.But the device has the disadvantages that：
1st, its reaction frame is made up of universal rod body girder truss, because rod member and gusset plate species are various, assembled, dismounting is multiple
It is miscellaneous, it is with high costs.
2nd, universal rod body trusses tensioning, because complicated in rod node generation stretch-draw anchor point construction, limited, and node is applied
Rigid joint is designed as, actual capabilities have pin joint, therefore trusses tensioning compress variation is big, antiarch deformation is big, section bending resistance
Ability is difficult to appropriately control with stretch-draw prestressing force size.Again because antiarch deformation is big, very heavy head piece can not be kept therewith tilting
Level, easily jack is caused to skid off during experiment.
3rd, T beams are only applicable to, if extension extension is used for box beam static test, need to set up upper and lower crossbeam.Due to sill
Below bearing, vertical connecting rod is caused to need the drilling through floorings to be coupled with entablature, drilling is difficult and to beam body
Damage.
Utility model content
Technical problem to be solved in the utility model is aiming at drawbacks described above, there is provided a kind of high rigidity, lacks consumptive material, be low
It is cost, simple in construction, easy to assembly, and be not required to floorings drilling, be adapted to various beam type, the prestressing force of various spans mixes
Coagulate native simply supported beam static test bed.The utility model is achieved through the following technical solutions：A kind of bridge static loading test is with advance
Stress concrete filled steel tube self-balancing type static test bed, including test beam, jack, reaction beam, entablature, vertical connecting rod, bearing
Pier, lever beam and ground reaction force pier, the reaction beam are located above test beam, jack between reaction beam and test beam,
Reaction beam both ends are provided with entablature, and entablature both ends are provided with vertical connecting rod, and vertical connecting rod one end connects with entablature, another end and lever beam
Rearward end connects.Lever beam is coupled through branch pedestal by bearing pin, and it is anti-that lever beam front end contacts offer experiment with ground reaction force pier
Power.Experiment loading force bang path be：Finder charge --- reaction beam --- entablature --- vertical connecting rod --- branch pedestal and
Lever beam --- ground reaction force pier, realize the closing force system self-balancing of the finder charge of test beam and the counter-force composition of testing stand.
The combination beam that the reaction beam is made up of pre-stressed steel pipe concrete rectangular beam and steel pipe prestressing force bow member, section are spelled
Dress ring flange implements prestressed stretch-draw to rectangular beam bottom and bow member one after another after being coupled, and forms integrated prestress reaction beam.By pre-
The reaction beam of stress rectangular beam and prestressing force bow member composition, the material for having given full play to concrete anti-compression and steel strand wires tension are special
Property.Make each section of connection to rectangle girder tensioning to be overall, and increase rectangular beam lower flange tensile strength；Utilize the prestressing force bow member of appropriateness
Tensioning, camber caused by counteracting prestressed rectangular girder tensioning, ultimately form reaction beam design and preset downward appropriate antiarch, ingeniously
The bending resistant section square amount of reaction beam is improved wonderfully, largely saves material.Prestressing force reaction beam is technology core of the present utility model
The heart, prestressing force bow member tensioning are innovation points of the present utility model.
The reaction beam is pre-stressed steel pipe concrete beam.
The reaction beam is prestressed concrete beam and girder steel combination beam.
The reaction beam is prestressed steel structure beam.
The quantity of the reaction beam, when test beam is T-shaped beam, reaction beam is 1 group；When test beam is box beam, instead
Power beam is 2 groups, and more drag links is set between 2 groups of reaction beams, prevents that reaction beam from toppling deformation.
The reaction beam is that sectional type is assembled, the section quantity of rectangular beam and bow member and often saves length, according to different tests beam
Span mutually should determine that.Section assembling, suitable for transport, each section be coupled with ring flange after carry out prestressed stretch-draw, composition reaction beam is whole
Body.
Described branch pedestal is that bearing pin is coupled with lever beam, and for lever beam around bearing pin minor rotation, branch pedestal is balance pivot,
Bridge pad thereon is solely subjected to vertical force, is not influenceed by lever beam rotation.Lever beam front end is contradicted on ground reaction force pier, is put down
The finder charge that weighing apparatus vertical connecting rod passes over.
Described reaction beam is longer than test beam, so as to realize that vertical connecting rod is located at beam body end face, vertical connecting rod upper end and entablature
Connection, lower end is connected with lever beam, avoids passing through from floorings and causing floorings to drill.
The shape of described lever beam, when test beam is box beam, lever beam is rectangle；When test beam is T-shaped beam,
Lever beam is T-shaped.
The testing stand is applied to various beam type, including box beam and T beams.When test beam is T type beams, entablature length
Slightly larger than counter-force beam width, vertical connecting rod is set to be located at reaction beam both sides, lever beam is T-shaped, and vertical connecting rod upper end is coupled with entablature, under
End is coupled with T-shaped lever beam.T-shaped lever beam is coupled with branch pedestal bearing pin, and T-shaped lever beam passes through from branch pedestal, front end and ground
Counter-force pier contradicts.Compared with box beam with testing stand, branch pedestal and bearing pin shape, structure are constant, and only quantity halves.
The utility model is described in further detail below in conjunction with the accompanying drawings
Brief description of the drawings
Fig. 1 is that static test pre-stressed steel pipe concrete self-balancing type static test bed described in the utility model is used for case
The structural perspective of beam.
Fig. 2 is that static test pre-stressed steel pipe concrete self-balancing type static test bed described in the utility model is used for case
The front view of beam.
Fig. 3 is that static test pre-stressed steel pipe concrete self-balancing type static test bed described in the utility model is used for case
The side view of beam.
Fig. 4 is that static test pre-stressed steel pipe concrete self-balancing type static test bed described in the utility model is used for case
The branch pedestal and lever beam figure of beam.
Fig. 5 is being used for for static test pre-stressed steel pipe concrete self-balancing type static test bed described in the utility model
The structural perspective of T beams.
Fig. 6 is that static test pre-stressed steel pipe concrete self-balancing type static test bed described in the utility model is used for T
The side view of beam.
Wherein：1. test beam；2. jack；3. reaction beam；4. entablature；5. vertical connecting rod；A 6. pedestal；7. lever beam；
8th, ground reaction force pier.
Embodiment
As shown in Fig. 1~Fig. 6, static test described in the utility model pre-stressed steel pipe concrete self-balancing type static load
Testing stand, including test beam 1, jack 2, reaction beam 3, entablature 4, vertical connecting rod 5, branch pedestal 6, lever beam 7, ground reaction force pier
8.Between test beam 1 and reaction beam 3, reaction beam 3 is located above test beam 1 jack 2, and the both ends of reaction beam 3 are provided with upper horizontal stroke
Beam 4, the both ends of entablature 4 are provided with vertical connecting rod 5, and the one end of vertical connecting rod 5 and entablature 4 are connected, and another end is connected with the rearward end of lever beam 7,
Lever beam 7 penetrates branch pedestal 6, and is that bearing pin is coupled with branch pedestal 6, and the leading section of lever beam 7 and ground reaction force pier 8 are inconsistent.
Experiment loading force bang path be：Test --- --- entablature 4 --- vertical connecting rod 5 --- bearing of reaction beam 3 of jack 2
Pier 6 and lever beam 7 --- ground reaction force pier 8, realize the closing force system of the finder charge of test beam and the counter-force composition of testing stand
Self-balancing.
Above-mentioned technical proposal uses closing force system self-balancing principle, that is, the loading of the jack 2 acted on test beam is made
Firmly with static test bed reaction force in same closing force system homeostasis.
Reaction beam 3 described in the present embodiment provides experiment using the combination beam of prestressed rectangular beam and steel pipe prestressing force bow member
Load counter-force.Prestressing force reaction beam 3 is the core technology of this testing stand.Reaction beam 3 is assemblied to form for sectional type, suitable for transporting,
Each section be coupled with ring flange after using steel strand wires carry out prestressed stretch-draw.Section quantity and length is often saved, according to different tests girder span
Degree mutually should determine that, with the various various criterion spans suitable for bridge.
Reaction beam 3 described in the present embodiment, it is 2 groups when test beam 1 is box beam, is 1 when test beam 1 is T-shaped beam
Group.
Entablature 4 described in the present embodiment, when test beam 1 is box beam, its length is total after being installed with 2 groups of reaction beams
Width is identical；When test beam 1 is T-shaped beam, its length is slightly wider than rectangle beam width, turns vertical connecting rod 5 to pacify.
Vertical connecting rod 5 described in the present embodiment, it is made up of more major diameter finish rolling spiral reinforcements, its arrangement should make every finish rolling
Spiral reinforcement bears identical pulling force.Every finish rolling spiral reinforcement i.e. on entablature 4 is the longitudinal direction one word row along test beam 1
Arrange, every finish rolling spiral reinforcement on lever beam 7 is the horizontal word order along test beam 1.In the mid-length of vertical connecting rod 5,
Connected using 90 ° of converters.
Lever beam 7 described in the present embodiment, it is rectangle when test beam 1 is box beam, is T when test beam 1 is T-shaped beam
Shape.
Claims (7)
1. a kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed, including test beam, jack,
Reaction beam, entablature, vertical connecting rod, branch pedestal, lever beam and ground reaction force pier；The reaction beam is located above test beam, very heavy
Top is between reaction beam and test beam, and reaction beam both ends are provided with entablature, and entablature both ends are provided with vertical connecting rod, vertical connecting rod one end
Connected with entablature, another end is connected with lever beam rearward end, and lever beam is coupled through branch pedestal by bearing pin, lever beam front end with
The contact of ground reaction force pier provides experiment counter-force；It is characterized in that finder charge passes to reaction beam, then upper horizontal stroke is passed to by reaction beam
Beam, entablature pass to vertical connecting rod, and vertical connecting rod passes to branch pedestal and lever beam, and lever beam passes to ground reaction force pier, realize
The closing force system self-balancing of the finder charge of test beam and the counter-force composition of testing stand.
2. bridge static loading test as claimed in claim 1 pre-stressed steel pipe concrete self-balancing type static test bed, it is special
The combination beam that sign is the reaction beam to be made up of pre-stressed steel pipe concrete rectangular beam and steel pipe prestressing force bow member, section assembling method
Blue disk implements prestressed stretch-draw after being coupled, composition reaction beam is overall, and bow member height and two dimension prestressing provide enough bending resistances
Ability.
3. bridge static loading test as claimed in claim 1 pre-stressed steel pipe concrete self-balancing type static test bed, it is special
Sign is that the branch pedestal is coupled with lever beam for bearing pin, bearing is solely subjected to vertical force, is not influenceed by lever beam rotation.
4. bridge static loading test as claimed in claim 1 or 2 pre-stressed steel pipe concrete self-balancing type static test bed, its
It is characterized in that the reaction beam is longer than test beam, so as to realize that vertical connecting rod is located at beam body end face, vertical connecting rod upper end is connected with entablature,
Lower end is connected with lever beam, avoids passing through from floorings and causing floorings to drill.
5. bridge static loading test as claimed in claim 1 or 2 pre-stressed steel pipe concrete self-balancing type static test bed, its
It is pre-stressed steel pipe concrete beam to be characterized in the reaction beam.
6. bridge static loading test as claimed in claim 1 or 2 pre-stressed steel pipe concrete self-balancing type static test bed, its
It is characterized in the reaction beam for prestressed concrete beam and girder steel combination beam.
7. bridge static loading test as claimed in claim 1 or 2 pre-stressed steel pipe concrete self-balancing type static test bed, it is special
Sign is that the reaction beam is prestressed steel structure beam.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720729029.2U CN207133129U (en) | 2017-06-22 | 2017-06-22 | A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720729029.2U CN207133129U (en) | 2017-06-22 | 2017-06-22 | A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed |
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| CN207133129U true CN207133129U (en) | 2018-03-23 |
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| CN201720729029.2U Active CN207133129U (en) | 2017-06-22 | 2017-06-22 | A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107340185A (en) * | 2017-06-22 | 2017-11-10 | 北京华横新技术开发公司 | A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed |
| CN109060508A (en) * | 2018-08-22 | 2018-12-21 | 上海核工程研究设计院有限公司 | Curved scissors test self-balance structure and preparation method thereof in a kind of steel plate concrete wall plane |
| CN109060541A (en) * | 2018-06-22 | 2018-12-21 | 中国十七冶集团有限公司 | A kind of steel-concrete combination beam detection device and its application method |
| CN111455819A (en) * | 2020-04-09 | 2020-07-28 | 中国十七冶集团有限公司 | Support between pre-compaction steel pipe concrete rib |
-
2017
- 2017-06-22 CN CN201720729029.2U patent/CN207133129U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107340185A (en) * | 2017-06-22 | 2017-11-10 | 北京华横新技术开发公司 | A kind of bridge static loading test pre-stressed steel pipe concrete self-balancing type static test bed |
| CN107340185B (en) * | 2017-06-22 | 2024-11-19 | 北京华横科技有限公司 | A self-balancing static load test bench for prestressed steel tube concrete used for bridge static load test |
| CN109060541A (en) * | 2018-06-22 | 2018-12-21 | 中国十七冶集团有限公司 | A kind of steel-concrete combination beam detection device and its application method |
| CN109060541B (en) * | 2018-06-22 | 2020-10-23 | 中国十七冶集团有限公司 | Steel concrete composite beam detection device and application method thereof |
| CN109060508A (en) * | 2018-08-22 | 2018-12-21 | 上海核工程研究设计院有限公司 | Curved scissors test self-balance structure and preparation method thereof in a kind of steel plate concrete wall plane |
| CN109060508B (en) * | 2018-08-22 | 2022-05-10 | 上海核工程研究设计院有限公司 | Self-balancing structure for bending shear test in plane of steel plate concrete wall and manufacturing method |
| CN111455819A (en) * | 2020-04-09 | 2020-07-28 | 中国十七冶集团有限公司 | Support between pre-compaction steel pipe concrete rib |
| CN111455819B (en) * | 2020-04-09 | 2024-06-21 | 中国十七冶集团有限公司 | Support between pre-compaction steel pipe concrete rib |
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| TR01 | Transfer of patent right |
Effective date of registration: 20181203 Address after: 100086 Daliushu Road, Xizhimen, Haidian District, Beijing Co-patentee after: Beijing State Railway Bridge Technology Consulting Co., Ltd. Patentee after: Beijing Huaheng New Technology Development Co., Ltd. Co-patentee after: China Railway Fangshan Bridge Co., Ltd. Beijing Co-patentee after: China Railway Erju Corporation Ching Engineering Co., Ltd. Address before: 100081 No. 2 Daliushu Road, Xizhimen, Haidian District, Beijing Co-patentee before: Beijing State Railway Bridge Technology Consulting Co., Ltd. Patentee before: Beijing Huaheng New Technology Development Co., Ltd. Co-patentee before: China Railway Fangshan Bridge Co., Ltd. Beijing |