CN206038456U - Quiet power experimental apparatus is planned to wall body that adds carrier band window - Google Patents
Quiet power experimental apparatus is planned to wall body that adds carrier band window Download PDFInfo
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- CN206038456U CN206038456U CN201621086835.4U CN201621086835U CN206038456U CN 206038456 U CN206038456 U CN 206038456U CN 201621086835 U CN201621086835 U CN 201621086835U CN 206038456 U CN206038456 U CN 206038456U
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Abstract
The utility model provides the static test device is planned to a wall body with the carrier band window has a wall body of taking the window, and the wall body top is connected with two short I -steel, two rubber pads, I -steel, vertical static actuator, guide rail and crossbeams in proper order, clip the wall body through two screw rods and foraminiferous steel shoe on wall body upper portion, one side order of screw rod is connected with reaction wall through the reciprocal actuator of level, guide rail, build by laying bricks or stones on the grade beam wall body bottom, and the grade beam both ends are passed through the earth anchor and are fixed on quiet power pedestal, the grade beam both sides are passed through the jack and are connected with the ground girder steel, the bottom and quiet power pedestal fixed connection of ground girder steel, the ground girder steel makes the jack withstand the grade beam and does not slide, static test device simple structure is planned to a wall body that adds the carrier band window, and the flexibility is strong, and it is few to take test site, saves space, its the atress performance and anti -seismic performance that not only can simulate the wall body more really, experimental effect ideal, reliable data have solved the not enough problem of traditional test device ability moreover to large funds has been practiced thrift.
Description
Technical field
This utility model belongs to building structure aseismatic experimental technique field, is related to a kind of body of wall pseudo static testing device, especially
Which is a kind of body of wall pseudo static testing device of loaded ribbon window.
Background technology
The body of wall Experimental Study on Seismic Behavior research of brick masonry structure is the important component part of Struture Earthquake Resistant Theory research；Passing
In the Experimental Study on Seismic Behavior of system, the body of wall of test typically all adopts the whole face wall body of without window, and in the earthquake disaster of reality,
The wall damage of window periphery is more serious, therefore with the body of wall of without window being tested, it is impossible to simulation is more real
Body of wall antidetonation scene also cannot more preferably body of wall Experimental Study on Seismic Behavior data；Additionally, in the brick masonry structure of reality,
Wall between windows bear vertical uniform load of the overwhelming majority from superstructure, and this part evenly load belongs in whole face wall body
In Local Uniform.In test simulate superstructure vertical load when, the big load girder steel of rigidity also due to deformation compared with
Greatly, cannot keep being in close contact with following short girder steel, so that the stress of body of wall produces larger deviation.Therefore, it is existing
It is how more truly the anti-seismic performance of analog band window body of wall and the not enough of solution assay device are obtained in the problem for existing
To more really with the load-displacement hysteresis curve under window body of wall stress.
The content of the invention
In order to overcome the problem present in traditional body of wall pseudo static testing, this utility model to provide a kind of loaded ribbon window
The body of wall pseudo static testing device of mouth, a kind of body of wall pseudo static testing device simple structure of loaded ribbon window, motility are strong, account for
It is few with test site, save space；It can not only more true simulation body of wall stress performance and anti-seismic performance, Er Qieshi
Effect ideal, data reliability is tested, solves the problems, such as that traditional experiment device capability is not enough, so as to save substantial contribution.
Utility model solves the technical scheme adopted by its technical problem：A kind of body of wall Quintic system examination of loaded ribbon window
Experiment device, including：Crossbeam, reaction frame, guide rail, vertical static state actuator, I-steel, rubber blanket, short I-steel, screw rod are with holes
Steel shoe, horizontal reciprocating actuator, guide rail, counter force wall, window, body of wall, ground girder steel, jack, billet, earth anchor, grade beam,
Static(al) pedestal；A kind of body of wall pseudo static testing device of loaded ribbon window has a body of wall with window, sequentially connects at the top of body of wall
It is connected to two short I-steel, two rubber blankets, I-steel, vertical static state actuator, guide rail and crossbeams；Body of wall top passes through two
Body of wall is clamped by root screw rod with steel shoe with holes；The side order of screw rod passes through horizontal reciprocating actuator, guide rail and counter force wall phase
Connection；Body of wall bottom is built by laying bricks or stones on grade beam, and grade beam two ends are by earth anchorage on static(al) pedestal；The grade beam left and right sides passes through thousand
Jin top is connected with ground girder steel；The bottom of ground girder steel is fixedly connected with static(al) pedestal；Ground girder steel causes jack to withstand grade beam not slide
Move；
The top two ends of the body of wall are sequentially connected by short I-steel, rubber blanket and I-steel and are connect, so vertical static
Vertical load uniformly can be passed on the body of wall of window both sides by actuator, so that window both sides body of wall bears vertical uniform lotus
Carry closer to the truth；
When being tested, vertical static state actuator is first opened, the payload values of vertical static actuator are transferred to one can
The fixed value of simulation superstructure vertical uniform load, then opens horizontal reciprocating actuator with pseudo-static experimental method to simulate
Horizontal earthquake action, so as to obtain preferable test effect and more really with the load under window body of wall stress-
Displacement lagging curve.
The beneficial effects of the utility model are：A kind of body of wall pseudo static testing device simple structure of loaded ribbon window, spirit
Active strong, occupancy test site is few, save space；It can not only more true simulation body of wall stress performance and shock resistance
Can, and test effect ideal, data reliability, solve the problems, such as that traditional experiment device capability is not enough, it is a large amount of so as to save
Fund.
Description of the drawings
With reference to the accompanying drawings and examples this utility model is further illustrated.
Fig. 1 is a kind of principle schematic diagram. of the body of wall pseudo static testing device of loaded ribbon window.
In FIG：1. crossbeam, 2. reaction frame, 3. guide rail, 4. vertical static state actuator, 5. I-steel, 6. rubber blanket, 7.
Short I-steel, 8. screw rod, 9. steel shoe with holes, 10. horizontal reciprocating actuator, 11. guide rails, 12. counter force walls, 13. windows, 14.
Body of wall, 15. ground girder steels, 16. jack, 17. billets, 18. earth anchors, 19. grade beams, 20. static(al) pedestals.
Specific embodiment
In figure, a kind of body of wall pseudo static testing device of loaded ribbon window, including：Crossbeam 1, reaction frame 2, guide rail 3 are erected
To static actuator 4, I-steel 5, rubber blanket 6, short I-steel 7, screw rod 8, steel shoe with holes 9, horizontal reciprocating actuator 10,
Guide rail 11, counter force wall 12, window 13, body of wall 14, ground girder steel 15, jack 16, billet 17, earth anchor 18, grade beam 19, static(al) platform
Seat 20；A kind of body of wall pseudo static testing device of loaded ribbon window has a body of wall 14 with window 13, order at the top of body of wall 14
It is connected with two short I-steel, 7, two rubber blankets 6, I-steel 5, vertical static state actuator 4, guide rail 3 and crossbeam 1；Body of wall 14
Body of wall 14 is clamped with steel shoe with holes 9 by two screw rods 8 on top；The side order of screw rod 8 passes through horizontal reciprocating actuator
10th, guide rail 11 is connected with counter force wall 12；14 bottom of body of wall is built by laying bricks or stones on grade beam 19, and 19 two ends of grade beam are fixed on by earth anchor 18
On static(al) pedestal 20；19 left and right sides of grade beam is connected with ground girder steel 15 by jack 16；The bottom of ground girder steel 15 and static(al) platform
Seat 20 is fixedly connected；Ground girder steel 15 causes jack 16 to withstand 19 not sliding of grade beam；
The top two ends of the body of wall 14 are sequentially connected and are connect by short I-steel 7, rubber blanket 6 and I-steel 5, so vertical
Vertical load uniformly can be passed on window both sides body of wall 14 by static actuator 4, so that window both sides body of wall 14 bears
Vertical uniform load is closer to the truth；
When being tested, vertical static state actuator 4 is first opened, the payload values of vertical static actuator 4 are transferred to an energy
Enough simulate the fixed value of superstructure vertical uniform load, then open horizontal reciprocating actuator 10 with pseudo-static experimental method come
Dummy level geological process, so that obtain preferable test effect and more really with the lotus under window body of wall stress
Load-displacement lagging curve.
Claims (1)
1. a kind of body of wall pseudo static testing device of loaded ribbon window, including：Crossbeam（1）, reaction frame（2）, guide rail（3）, vertically
Static actuator（4）, I-steel（5）, rubber blanket（6）, short I-steel（7）, screw rod（8）, steel shoe with holes（9）, horizontal reciprocating
Actuator（10）, guide rail（11）, counter force wall（12）, window（13）, body of wall（14）, ground girder steel（15）, jack（16）, billet
（17）, earth anchor（18）, grade beam（19）, static(al) pedestal（20）；It is characterized in that：A kind of body of wall pseudo-static experimental dress of loaded ribbon window
It is equipped with a band window（13）Body of wall（14）, body of wall（14）Top is linked in sequence and has two short I-steel（7）, two rubber blankets
（6）, I-steel（5）, vertical static state actuator（4）, guide rail（3）And crossbeam（1）；Body of wall（14）Top passes through two screw rods
（8）With steel shoe with holes（9）By body of wall（14）Clamp；Screw rod（8）Side order pass through horizontal reciprocating actuator（10）, guide rail
（11）With counter force wall（12）It is connected；Body of wall（14）Build by laying bricks or stones in grade beam bottom（19）On, grade beam（19）Two ends pass through earth anchor（18）
It is fixed on static(al) pedestal（20）On；Grade beam（19）The left and right sides passes through jack（16）With ground girder steel（15）Connection；Ground girder steel
（15）Bottom and static(al) pedestal（20）It is fixedly connected；Ground girder steel（15）So that jack（16）Withstand grade beam（19）Not sliding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621086835.4U CN206038456U (en) | 2016-09-28 | 2016-09-28 | Quiet power experimental apparatus is planned to wall body that adds carrier band window |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621086835.4U CN206038456U (en) | 2016-09-28 | 2016-09-28 | Quiet power experimental apparatus is planned to wall body that adds carrier band window |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206038456U true CN206038456U (en) | 2017-03-22 |
Family
ID=58297018
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621086835.4U Expired - Fee Related CN206038456U (en) | 2016-09-28 | 2016-09-28 | Quiet power experimental apparatus is planned to wall body that adds carrier band window |
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| Country | Link |
|---|---|
| CN (1) | CN206038456U (en) |
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| CN106950108A (en) * | 2017-04-20 | 2017-07-14 | 重庆市建筑科学研究院 | Autoclave aerated concrete building block masonry method for testing performance |
| CN107132034A (en) * | 2017-05-09 | 2017-09-05 | 昆明理工大学 | A kind of underground structure pseudo static testing device and method |
| CN107228803A (en) * | 2017-05-09 | 2017-10-03 | 昆明理工大学 | A kind of composite structure pseudo static testing device and method |
| CN107314880A (en) * | 2017-08-07 | 2017-11-03 | 北京工业大学 | The shock test device and its installation method of a kind of assembled light gauge cold-formed steel shape wall |
| CN108333037A (en) * | 2017-12-22 | 2018-07-27 | 安徽伟宏钢结构集团股份有限公司 | A kind of actuator attachment device of three-dimensional pseudo-static experimental |
| CN108375504A (en) * | 2018-01-25 | 2018-08-07 | 河海大学 | A kind of anchorage formula reaction frame experimental rig suitable for underground space structure |
| CN108918071A (en) * | 2018-08-31 | 2018-11-30 | 嘉兴市博宏新型建材有限公司 | A kind of wall mortar test loading device |
| CN109060512A (en) * | 2018-10-25 | 2018-12-21 | 吉林建筑大学 | A kind of assembly superposed type piping lane Quintic system load testing machine and test method |
| CN109141791A (en) * | 2018-08-22 | 2019-01-04 | 郑州航空工业管理学院 | A kind of anti-seismic detection system of the concrete wall based on waste fiber |
| CN109211549A (en) * | 2018-09-10 | 2019-01-15 | 重庆大学 | A kind of outer air bag load testing machine of structural elements plane |
| CN109357852A (en) * | 2018-10-22 | 2019-02-19 | 成都理工大学 | A kind of static(al) rack and Quintic system shock test device |
| CN109556815A (en) * | 2018-12-30 | 2019-04-02 | 河南工业大学 | Assembled wall horizontal anti-seismic performance test apparatus |
| CN109580265A (en) * | 2018-11-22 | 2019-04-05 | 北京建筑大学 | A kind of I-shaped wall pseudo-static experimental loading frame and its application method |
| CN109724887A (en) * | 2019-02-14 | 2019-05-07 | 重庆交通大学 | The RC bridge pier earthquake proof performance analysis method that cyclic loading is coupled with chloride ion corrosion |
| CN109724886A (en) * | 2019-02-14 | 2019-05-07 | 重庆交通大学 | The RC bridge pier antiseismic performance analysis system that cyclic loading is coupled with chloride ion corrosion |
| CN110470536A (en) * | 2019-07-30 | 2019-11-19 | 西安理工大学 | A kind of masonry cartridge type component compression shear composite force experiment loading unit and loading method |
| CN110657932A (en) * | 2019-08-22 | 2020-01-07 | 广西大学 | Loading device for anti-seismic performance test of vertical component with combined pulling and shearing effects |
| CN111103108A (en) * | 2020-01-10 | 2020-05-05 | 济南三越测试仪器有限公司 | Pseudo-static multifunctional test system |
| CN111257136A (en) * | 2020-02-19 | 2020-06-09 | 河北省建筑科学研究院有限公司 | Pseudo-static force horizontal shear test method and device for masonry |
| CN113049203A (en) * | 2021-03-03 | 2021-06-29 | 盐城市房屋安全鉴定中心 | System and method for testing out-of-plane anti-seismic performance of masonry wall |
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| CN113740045A (en) * | 2021-09-03 | 2021-12-03 | 安徽省天然气开发股份有限公司 | Loading system for engineering test force |
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| CN116698637A (en) * | 2023-08-01 | 2023-09-05 | 中国建筑第六工程局有限公司 | Horizontal reciprocating quasi-static force loading test device for double-limb shear wall |
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2016
- 2016-09-28 CN CN201621086835.4U patent/CN206038456U/en not_active Expired - Fee Related
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| CN106950108A (en) * | 2017-04-20 | 2017-07-14 | 重庆市建筑科学研究院 | Autoclave aerated concrete building block masonry method for testing performance |
| CN106950108B (en) * | 2017-04-20 | 2023-05-19 | 重庆市建筑科学研究院 | Autoclaved aerated concrete block masonry performance detection method |
| CN107132034A (en) * | 2017-05-09 | 2017-09-05 | 昆明理工大学 | A kind of underground structure pseudo static testing device and method |
| CN107228803A (en) * | 2017-05-09 | 2017-10-03 | 昆明理工大学 | A kind of composite structure pseudo static testing device and method |
| CN107314880A (en) * | 2017-08-07 | 2017-11-03 | 北京工业大学 | The shock test device and its installation method of a kind of assembled light gauge cold-formed steel shape wall |
| CN108333037A (en) * | 2017-12-22 | 2018-07-27 | 安徽伟宏钢结构集团股份有限公司 | A kind of actuator attachment device of three-dimensional pseudo-static experimental |
| CN108333037B (en) * | 2017-12-22 | 2020-05-15 | 安徽伟宏钢结构集团股份有限公司 | Actuator connecting device for three-dimensional pseudo-static test |
| CN108375504A (en) * | 2018-01-25 | 2018-08-07 | 河海大学 | A kind of anchorage formula reaction frame experimental rig suitable for underground space structure |
| CN108375504B (en) * | 2018-01-25 | 2020-12-15 | 河海大学 | Anchorage type reaction frame test device suitable for underground space structure |
| CN109141791A (en) * | 2018-08-22 | 2019-01-04 | 郑州航空工业管理学院 | A kind of anti-seismic detection system of the concrete wall based on waste fiber |
| CN108918071A (en) * | 2018-08-31 | 2018-11-30 | 嘉兴市博宏新型建材有限公司 | A kind of wall mortar test loading device |
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| CN109357852A (en) * | 2018-10-22 | 2019-02-19 | 成都理工大学 | A kind of static(al) rack and Quintic system shock test device |
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| CN109556815B (en) * | 2018-12-30 | 2023-10-10 | 河南工业大学 | Horizontal shock resistance test device of assembled wall |
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| CN109724886A (en) * | 2019-02-14 | 2019-05-07 | 重庆交通大学 | The RC bridge pier antiseismic performance analysis system that cyclic loading is coupled with chloride ion corrosion |
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| CN111103108B (en) * | 2020-01-10 | 2021-12-31 | 济南三越测试仪器有限公司 | Pseudo-static multifunctional test system |
| CN111103108A (en) * | 2020-01-10 | 2020-05-05 | 济南三越测试仪器有限公司 | Pseudo-static multifunctional test system |
| CN111257136A (en) * | 2020-02-19 | 2020-06-09 | 河北省建筑科学研究院有限公司 | Pseudo-static force horizontal shear test method and device for masonry |
| CN113218780A (en) * | 2021-01-13 | 2021-08-06 | 中国寰球工程有限公司 | Device and method for testing anti-seismic performance of shear wall of composite steel plate of ethylene cracking furnace |
| CN113049203B (en) * | 2021-03-03 | 2022-07-01 | 盐城市房屋安全鉴定中心 | System and method for testing out-of-plane anti-seismic performance of masonry wall |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 Termination date: 20170928 |