CN205228930U - Building vertical member loading device with adjustable - Google Patents

Building vertical member loading device with adjustable Download PDF

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Publication number
CN205228930U
CN205228930U CN201521034902.3U CN201521034902U CN205228930U CN 205228930 U CN205228930 U CN 205228930U CN 201521034902 U CN201521034902 U CN 201521034902U CN 205228930 U CN205228930 U CN 205228930U
Authority
CN
China
Prior art keywords
base
adjusting screw
vertical
long bolt
preformed hole
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
CN201521034902.3U
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Chinese (zh)
Inventor
吴庆
施云
李宝成
戴伟
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.)
Jiangsu University of Science and Technology
Original Assignee
Jiangsu University of Science and 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 Jiangsu University of Science and Technology filed Critical Jiangsu University of Science and Technology
Priority to CN201521034902.3U priority Critical patent/CN205228930U/en
Application granted granted Critical
Publication of CN205228930U publication Critical patent/CN205228930U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a building vertical member loading device with adjustable, includes base, adjusting screw, test piece earth anchor, vertical long bolt, crossbeam, punching jack and supporting sensor, servo actuator, the base is divided into base and lower base two parts, reserve the bolt hole in the middle of the last base of base, adjusting screw's the one end and the lower base fixed connection of base, adjusting screw's the other end is stretched into the last base preformed hole of base, the last base preformed hole of base with the adjusting screw phase -match, last base and the vertical long bolt of base pass through free bearing swing joint, the other end of vertical long bolt pass the crossbeam preformed hole with punching jack and supporting sensor nut connect, the utility model overcomes the biggest shortcoming of traditional vertical loading method has very strong practicality in low all repetition tests.

Description

A kind of adjustable building vertical member charger
Technical field
The utility model relates to building test field, is specifically related to the reversed loading building vertical member.
Background technology
In recent years the Experimental Study on Seismic Behavior of component is come into one's own gradually, actual conditions for imitation specimen better in process of the test can apply vertical load to component, and to there is in process of the test vertical load change greatly in existing vertical loading device, surface of contact angle easily causes many drawbacks such as slippage, can not simulating actual conditions and meet testing requirements well.
Current researcher's majority is pseudo-static experimental test specimen being adopted to low Zhou Fanfu.When carrying out Low-cycle Test, horizontal push-and-pull load can be applied by horizontal servo actuator, and many troubles can be run into when applying vertical load, the method of now commonplace applying vertical load is expanded by column cap, applies vertical load after pillar hoisted in position between capital and portal frame crossbeam by steel plate, roller bearing, lifting jack, sensor.Because testing column applies vertical axis power to design load under vertical state, in the process of horizontal servo actuator push-and-pull, the vertical height of pillar can change, because the lifting jack applying vertical load can not adjust accordingly with the change of vertical height, payload values is remained unchanged, easily cause slippage because surface of contact is more, so the larger change of vertical load can be caused in whole process of the test simultaneously.
For addressing this problem, if imagination vertical loading device can do concentric circles with the push-and-pull of component rotate the change just effectively can avoiding vertical load like this.
Utility model content
For the weak point of above charger, proposing one can adjustable vertical loading device.
This device is a kind of adjustable building vertical member charger, and comprise base, adjusting screw(rod), test specimen earth anchor, vertical long bolt, crossbeam, punching lifting jack and supporting sensor, described base is divided into upper bed-plate and lower bottom base two parts; Prepared screw-bolt hole in the middle of the upper bed-plate of described base; One end of described adjusting screw(rod) is fixedly connected with the lower bottom base of base; The other end of described adjusting screw(rod) puts in the upper bed-plate preformed hole of described base, and the upper bed-plate preformed hole of described base and described adjusting screw(rod) match; The upper bed-plate of described base is flexibly connected by free bearing with vertical long bolt; The other end of described vertical long bolt is connected with described punching lifting jack and supporting sensor nut through crossbeam preformed hole.
The distance of described adjusting screw(rod) and adjustable frames Up/down base.
Because the change moment everywhere with vertical long bolt vertical height is different in the process of push-and-pull, the curvature of component is different throughout, thus component be not around with base present circular-rotation with the tie point on ground.By regulating the distance between Up/down base, make the upper section of rotating hinge on upper bed-plate and test component base in same level position, to realize concentric rotation.
Horizontal push-and-pull load can be applied by horizontal servo actuator, and is realized by the punching lifting jack between vertical long bolt and crossbeam and supporting sensor at applying vertical load, and sensor connects display to show the axle power applied.Be loaded on axial pressure by servo actuator during loading, axial pressure passes to test specimen by crossbeam.Vertical counter-force reaches ground, laboratory by vertical long bolt and base and reserves groove.
Advantage of the present invention to realize the rotation of charger with test component, and look different the up-down adjustment run-on points of test component substructure height, reduces the change of vertical load in test loading procedure to greatest extent.
Accompanying drawing explanation
Fig. 1 is adjustable building vertical member charger front view
Fig. 2 is adjustable building vertical member charger left view;
1, test specimen earth anchor; 2, base; 3, vertical long bolt; 4, punching lifting jack and supporting cross-core type sensor; 5, crossbeam; 6, adjusting screw(rod); 7, servo actuator; 8, test specimen; 9, free bearing.
Embodiment
A kind of adjustable building vertical member charger, comprise base (2), adjusting screw(rod) (6), test specimen earth anchor (1), vertical long bolt (3), crossbeam (5), punching lifting jack and supporting sensor (4), described base (2) is divided into upper bed-plate and lower bottom base two parts; Prepared screw-bolt hole in the middle of the upper bed-plate of described base (2); One end of described adjusting screw(rod) (6) is fixedly connected with the lower bottom base of base (2); The other end of described adjusting screw(rod) (6) puts in the upper bed-plate preformed hole of described base (2), and upper bed-plate preformed hole and the described adjusting screw(rod) (6) of described base (2) match; The upper bed-plate of described base (2) is flexibly connected by free bearing with vertical long bolt (3); The other end of described vertical long bolt (3) is connected with described punching lifting jack and supporting sensor (4) nut through crossbeam (5) preformed hole.The available test specimen earth anchor (1) of base (2) is reserved groove with ground, laboratory and is connected, and connects and answers consolidation, avoid sliding in process of the test.
Horizontal push-and-pull load can be applied by horizontal servo actuator (7), and vertical long bolt (3) bears whole vertical tensions, the vertical tension sum of two vertical long bolts 3 equals the axial pressure that test specimen (8) applies, and for ease of lifting, a nut can be welded in vertical long bolt (3) top.Vertical long bolt (3) is all connected by reserving hole and nut with base (2) and crossbeam (5).After crossbeam (5) is stretched in vertical long bolt (3) upper end, after being inserted in hollow jack and supporting pressure transducer (4), screw on nut.The upper bed-plate of described base (2) is flexibly connected by free bearing (9) with vertical long bolt (3); Namely vertical long bolt (3) lower end screws in nut from screw rod lower end after penetrating free bearing (9) top reserving hole.Loading lifting jack and pressure transducer should support the use.

Claims (2)

1. an adjustable building vertical member charger, comprise base (2), adjusting screw(rod) (6), test specimen earth anchor (1), vertical long bolt (3), crossbeam (5), punching lifting jack and supporting sensor (4), servo actuator (7), described base (2) is divided into upper bed-plate and lower bottom base two parts; Prepared screw-bolt hole in the middle of the upper bed-plate of described base (2); One end of described adjusting screw(rod) (6) is fixedly connected with the lower bottom base of base (2); The other end of described adjusting screw(rod) (6) puts in the upper bed-plate preformed hole of described base (2), and upper bed-plate preformed hole and the described adjusting screw(rod) (6) of described base (2) match; It is characterized in that: the upper bed-plate of described base (2) is flexibly connected by free bearing (9) with vertical long bolt (3); The other end of described vertical long bolt (3) is connected with described punching lifting jack and supporting sensor (4) nut through crossbeam (5) preformed hole.
2. a kind of adjustable building vertical member charger according to claim 1, is characterized in that the distance of described adjusting screw(rod) (6) and adjustable frames (2) Up/down base.
CN201521034902.3U 2015-12-14 2015-12-14 Building vertical member loading device with adjustable Expired - Fee Related CN205228930U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521034902.3U CN205228930U (en) 2015-12-14 2015-12-14 Building vertical member loading device with adjustable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521034902.3U CN205228930U (en) 2015-12-14 2015-12-14 Building vertical member loading device with adjustable

Publications (1)

Publication Number Publication Date
CN205228930U true CN205228930U (en) 2016-05-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521034902.3U Expired - Fee Related CN205228930U (en) 2015-12-14 2015-12-14 Building vertical member loading device with adjustable

Country Status (1)

Country Link
CN (1) CN205228930U (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106768960A (en) * 2016-12-29 2017-05-31 北京金风科创风电设备有限公司 Load loading device and load loading method
CN106802224A (en) * 2017-03-20 2017-06-06 杭州邦威机电控制工程有限公司 A kind of modularization electro-hydraulic servo vertical load loading device
CN108120636A (en) * 2018-03-05 2018-06-05 天津城建大学 A kind of vertical loading system of roller type low friction with following function
CN108303325A (en) * 2018-01-08 2018-07-20 中国建筑股份有限公司 A kind of intelligent shaft force loading system using distribution type fiber-optic measuring device
CN108414352A (en) * 2018-01-09 2018-08-17 同济大学 A kind of bidirectional experimental loading device
CN108593419A (en) * 2018-03-05 2018-09-28 天津城建大学 A kind of vertical loading system of chute type low friction with following function
CN108896382A (en) * 2018-07-06 2018-11-27 芜湖职业技术学院 Mechanical load test device for variable working condition
CN110284535A (en) * 2019-06-26 2019-09-27 东南大学 A kind of vertical load loading device for civil engineering field test
CN111272582A (en) * 2019-12-09 2020-06-12 中国建筑股份有限公司 System and method for testing structure one-way compression shear static force
CN115075245A (en) * 2022-05-31 2022-09-20 杭州圣基建筑特种工程有限公司 Intelligent anchor rod static pressure pile machine

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106768960A (en) * 2016-12-29 2017-05-31 北京金风科创风电设备有限公司 Load loading device and load loading method
CN106768960B (en) * 2016-12-29 2020-05-12 北京金风科创风电设备有限公司 Load loading device and load loading method
CN106802224A (en) * 2017-03-20 2017-06-06 杭州邦威机电控制工程有限公司 A kind of modularization electro-hydraulic servo vertical load loading device
CN108303325A (en) * 2018-01-08 2018-07-20 中国建筑股份有限公司 A kind of intelligent shaft force loading system using distribution type fiber-optic measuring device
CN108414352A (en) * 2018-01-09 2018-08-17 同济大学 A kind of bidirectional experimental loading device
CN108120636A (en) * 2018-03-05 2018-06-05 天津城建大学 A kind of vertical loading system of roller type low friction with following function
CN108593419A (en) * 2018-03-05 2018-09-28 天津城建大学 A kind of vertical loading system of chute type low friction with following function
CN108896382A (en) * 2018-07-06 2018-11-27 芜湖职业技术学院 Mechanical load test device for variable working condition
CN108896382B (en) * 2018-07-06 2021-03-26 芜湖职业技术学院 Mechanical load testing device for variable working conditions
CN110284535A (en) * 2019-06-26 2019-09-27 东南大学 A kind of vertical load loading device for civil engineering field test
CN111272582A (en) * 2019-12-09 2020-06-12 中国建筑股份有限公司 System and method for testing structure one-way compression shear static force
CN115075245A (en) * 2022-05-31 2022-09-20 杭州圣基建筑特种工程有限公司 Intelligent anchor rod static pressure pile machine

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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: 20160511

Termination date: 20181214