CN211855653U - Device for testing horizontal restraining force of beam end - Google Patents
Device for testing horizontal restraining force of beam end Download PDFInfo
- Publication number
- CN211855653U CN211855653U CN202020842858.3U CN202020842858U CN211855653U CN 211855653 U CN211855653 U CN 211855653U CN 202020842858 U CN202020842858 U CN 202020842858U CN 211855653 U CN211855653 U CN 211855653U
- Authority
- CN
- China
- Prior art keywords
- frame
- restraint
- force sensor
- force
- steel plate
- 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
Links
Images
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
本实用新型提供了一种粱端水平约束力的测试装置,包括上端约束构件、下端约束构件以及支撑框架;所述支撑框架支撑待测粱端的实验构件,所述实验构件的末端设置于所诉上端约束构件与下端约束构件之间;通过第一连接件依次穿过第一连接盘、实验构件及第二连接件上的预留孔洞实现上端约束构件与下端约束构件对实验构件的夹紧;还包括上部力传感器、下部力传感器以及反力架;所述上部力传感器及下部力传感器均连接有数据处理模块。应用本技术方案能够准确的测试出试验构件在试验过程中梁端水平约束力的变化趋势,进而获得试验梁在变形时截面内力的变化过程,从而有助于相关理论的研究。
The utility model provides a test device for the horizontal restraint force of a beam end, which comprises an upper end restraint member, a lower end restraint member and a support frame; the support frame supports the test member of the beam end to be measured, and the end of the test member is arranged on the Between the upper end restraining member and the lower end restraining member; the first connecting member passes through the first connecting plate, the experimental member and the reserved holes on the second connecting member in turn to realize the clamping of the experimental member by the upper end restraining member and the lower end restraining member; It also includes an upper force sensor, a lower force sensor and a reaction force frame; the upper force sensor and the lower force sensor are all connected with a data processing module. The application of the technical solution can accurately test the change trend of the horizontal restraint force of the beam end of the test member during the test process, and then obtain the change process of the internal force of the section of the test beam when it is deformed, thereby contributing to the research of related theories.
Description
技术领域technical field
本实用新型涉及土木工程试验技术领域,具体是指一种粱端水平约束力的测试装置。The utility model relates to the technical field of civil engineering test, in particular to a test device for the horizontal restraint force of beam ends.
背景技术Background technique
在土木工程领域中,梁是一种重要的承重构件,它的基本力学性能决定着建筑物的总体工作性能,对其力学性能的研究是结构工程中研究的一个重要方向。目前,对于梁构件无论是在工程施工还是理论研究中都需要对其进行结构受力试验来确定有关材料与结构性能参数。In the field of civil engineering, the beam is an important load-bearing component, and its basic mechanical properties determine the overall working performance of the building. The study of its mechanical properties is an important research direction in structural engineering. At present, it is necessary to carry out structural stress tests for beam members in engineering construction or theoretical research to determine the relevant material and structural performance parameters.
在实际工况中,梁的边界条件多种多样,同时存在水平约束和竖向约束,水平约束对梁的力学性能有着不可忽略的影响。但在国家标准《混凝土结构试验方法标准》(GB/T50152-2012)中仅给出了竖向约束的装置和方法,缺少专门测试工程试验梁端水平约束力的装置和方法,给一些研究带来不便。在以往的研究中,多数试验限于试件实际情况或者条件限制等原因并不能直接测出梁端水平约束力的大小,或者是通过间接测试轴向应变和截面轴向刚度来换算出试验梁端水平约束力,存在一定的不确定性;仅有少数试验采用将端部约束装置和混凝土试件浇筑制作为一体,但使用起来较为不便,并且容易造成端部装置的浪费,使用效率较低。In actual working conditions, the boundary conditions of beams are various, and there are horizontal constraints and vertical constraints at the same time. Horizontal constraints have a non-negligible impact on the mechanical properties of beams. However, in the national standard "Standard for Test Methods of Concrete Structures" (GB/T50152-2012), only vertical restraint devices and methods are given, and there is a lack of devices and methods for testing the horizontal restraint force of beam ends in engineering test. inconvenience. In previous studies, most of the tests were limited to the actual conditions of the specimen or conditional limitations, and the magnitude of the horizontal restraint force at the beam end could not be directly measured, or the test beam end was converted by indirect testing of the axial strain and section axial stiffness. There is a certain uncertainty in the horizontal restraint force; only a few experiments use the end restraint device and the concrete specimen to be cast as one, but it is inconvenient to use, and it is easy to cause waste of the end device, and the use efficiency is low.
实用新型内容Utility model content
本实用新型的目的在于提供一种粱端水平约束力的测试装置,能够准确的测试出试验构件在试验过程中梁端水平约束力的变化趋势,进而获得试验梁在变形时截面内力的变化过程,从而有助于相关理论的研究。The purpose of the utility model is to provide a test device for the horizontal restraint force of the beam end, which can accurately test the change trend of the horizontal restraint force of the beam end of the test member during the test process, and then obtain the change process of the internal force of the section of the test beam when it is deformed. , thus contributing to the research of related theories.
为了解决上述技术问题,本实用新型提供了一种粱端水平约束力的测试装置,包括上端约束构件、下端约束构件以及支撑框架;所述支撑框架支撑待测粱端的实验构件,所述实验构件的末端设置于所诉上端约束构件与下端约束构件之间;In order to solve the above technical problems, the utility model provides a test device for the horizontal restraint force of a beam end, which includes an upper end restraint member, a lower end restraint member and a support frame; the support frame supports the test member of the beam end to be measured, and the test member The end of is arranged between the said upper end restraining member and the lower end restraining member;
所述上端约束构件设置有第一连接盘,所述下端约束构件设置有第二连接盘,所述第一连接盘、第二连接盘及实验构件上均设置有预留孔洞,通过第一连接件依次穿过第一连接盘、实验构件及第二连接件上的预留孔洞实现所述上端约束构件与下端约束构件对实验构件的夹紧;The upper restraint member is provided with a first connection plate, the lower end restraint member is provided with a second connection plate, and the first connection plate, the second connection plate and the experimental member are all provided with reserved holes, through the first connection The parts pass through the first connecting plate, the experimental member and the reserved holes on the second connecting member in turn to realize the clamping of the experimental member by the upper-end restraining member and the lower-end restraining member;
还包括上部力传感器、下部力传感器以及反力架;所述上部力传感器连接于所述上端约束构件及反力架之间,所述下部力传感器连接于所述下端约束构件与反力架之间;所述上部力传感器及下部力传感器均连接有数据处理模块。It also includes an upper force sensor, a lower force sensor and a reaction force frame; the upper force sensor is connected between the upper end restraint member and the reaction force frame, and the lower force sensor is connected between the lower end restraint member and the reaction force frame. The upper force sensor and the lower force sensor are both connected with a data processing module.
在一较佳的实施例中,所述上端约束构件以及下端约束构件的左右两侧均设置有左连接钢板及右连接钢板;所述右连接钢板固定连接有上部力传感器及下部力传感器;通过第二连接件穿过所述左连接钢板及右连接钢板上的预留孔洞实现左连接钢板及右连接钢板对上端约束构件及下端约束构件的夹紧固定。In a preferred embodiment, a left connecting steel plate and a right connecting steel plate are arranged on the left and right sides of the upper end restraining member and the lower end restraining member; the right connecting steel plate is fixedly connected with an upper force sensor and a lower force sensor; The second connecting piece passes through the reserved holes on the left connecting steel plate and the right connecting steel plate to realize the clamping and fixing of the upper end restraining member and the lower end restraining member by the left connecting steel plate and the right connecting steel plate.
在一较佳的实施例中,所述上部力传感器及下部力传感器远离右连接钢板的一端还固定连接有反力架连接钢板;第三连接件依次穿过所述反力架连接钢板及反力架上的预留孔洞实现所述上部力传感器及下部力传感器与反力架的固定连接。In a preferred embodiment, the ends of the upper force sensor and the lower force sensor away from the right connecting steel plate are also fixedly connected with a reaction force frame connecting steel plate; The reserved holes on the force frame realize the fixed connection between the upper force sensor and the lower force sensor and the reaction force frame.
在一较佳的实施例中,所述支撑框架包括水平设置的框架梁以及竖直设置于所述框架梁两侧的框架柱;所述实验构件设置有所述框架梁上。In a preferred embodiment, the support frame includes a horizontally arranged frame beam and a frame column vertically arranged on both sides of the frame beam; the experimental member is arranged on the frame beam.
在一较佳的实施例中,所述框架梁与实验构件之间还设置双层钢垫板,所述双层钢垫板之间还设置有钢滚轴。In a preferred embodiment, a double-layer steel backing plate is further arranged between the frame beam and the experimental member, and a steel roller is also arranged between the double-layered steel backing plate.
在一较佳的实施例中,所述预留孔洞具体均为螺栓孔。In a preferred embodiment, the reserved holes are all bolt holes.
相较于现有技术,本实用新型的技术方案具备以下有益效果:Compared with the prior art, the technical solution of the present utility model has the following beneficial effects:
本实用新型提供了一种粱端水平约束力的测试装置及粱端水平约束力的测试方法,本实用新型设计的试验装置制作简单、操作方便,且上下分离,易于安装。本装置适用性广,可以适用于矩形截面、T形截面的试验梁。本装置的经济性好,相比将端部约束装置和混凝土试件浇筑制作为一体,本装置费用较低,且可重复利用。The utility model provides a test device for beam end horizontal restraint force and a test method for beam end horizontal restraint force. The device has wide applicability and can be applied to test beams with rectangular cross-section and T-shaped cross-section. The device is economical, and compared with the end restraint device and the concrete test piece being poured into one piece, the device has a lower cost and can be reused.
附图说明Description of drawings
图1为本实用新型优选实施例中粱端水平约束力的测试装置的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the testing device of beam end horizontal restraint force in the preferred embodiment of the present utility model;
图2为本实用新型优选实施例中粱端水平约束力的测试装置的整体结构正视示意图;2 is a schematic front view of the overall structure of the testing device for the horizontal restraint force of the beam end in the preferred embodiment of the present utility model;
图3为本实用新型优选实施例中粱端水平约束力的测试装置的上端约束构件、实验构件及下端约束构件位置关系正视示意图;3 is a schematic front view of the positional relationship between the upper end restraint member, the experimental member and the lower end restraint member of the test device for the horizontal restraint force of the beam end in the preferred embodiment of the present utility model;
图4为本实用新型优选实施例中粱端水平约束力的测试装置的上端约束构件的结构示意图。4 is a schematic structural diagram of the upper end restraining member of the testing device for the horizontal restraint force of the beam end in the preferred embodiment of the present invention.
具体实施方式Detailed ways
下文结合附图和具体实施方式对本实用新型做进一步说明。The present invention will be further described below with reference to the accompanying drawings and specific embodiments.
一种粱端水平约束力的测试装置,参考图1至4,包括上端约束构件2、下端约束构件3以及支撑框架;所述支撑框架支撑待测粱端的实验构件1,所述实验构件1的末端设置于所诉上端约束构件2与下端约束构件3之间;所述上端约束构件2设置有第一连接盘17,所述下端约束构件3设置有第二连接盘,所述第一连接盘17、第二连接盘及实验构件1上均设置有预留孔洞,通过第一连接件11依次穿过第一连接盘17、实验构件1及第二连接件12上的预留孔洞实现所述上端约束构件2与下端约束构件3对实验构件1的夹紧;还包括上部力传感器4、下部力传感器5以及反力架6;所述上部力传感器4连接于所述上端约束构件2及反力架6之间,所述下部力传感器5连接于所述下端约束构件3与反力架6之间;所述上部力传感器4及下部力传感器5均连接有数据处理模块。所述上端约束构件2以及下端约束构件3的左右两侧均设置有左连接钢板13及右连接钢板14;所述右连接钢板14固定连接有上部力传感器4及下部力传感器5;通过第二连接件12穿过所述左连接钢板13及右连接钢板14上的预留孔洞实现左连接钢板13及右连接钢板14对上端约束构件2及下端约束构件3的夹紧固定。A test device for the horizontal restraint force of the beam end, with reference to Figures 1 to 4, includes an upper
所述上部力传感器4及下部力传感器5远离右连接钢板14的一端还固定连接有反力架连接钢板15;第三连接件16依次穿过所述反力架连接钢板15及反力架6上的预留孔洞实现所述上部力传感器4及下部力传感器5与反力架6的固定连接。The ends of the
所述支撑框架包括水平设置的框架梁7以及竖直设置于所述框架梁7两侧的框架柱8;所述实验构件1设置有所述框架梁7上。The support frame includes
所述框架梁7与实验构件1之间还设置双层钢垫板9,所述双层钢垫板9之间还设置有钢滚轴10。在本实施例中,所述预留孔洞具体均为螺栓孔。A double-layer
一种粱端水平约束力的测试方法,采用了上述的粱端水平约束力的测试装置;包括以下步骤:A method for testing the horizontal restraint force of the beam end adopts the above-mentioned test device of the horizontal restraint force of the beam end; comprises the following steps:
(1)加工试验构件;根据试验目的,加工制作T形截面的钢结构梁或组合结构梁或混凝土梁,即试验构件;制作时,在所述实验构件1上与所述上部约束构件及下部约束构件上的预留孔洞上下相应的位置设置预留孔洞;以便后期安装时通过;制作时还需对梁端部的箍筋进行局部加密,确保实验构件1破坏位置不在开孔位置,从而使保证测量精度和稳定性。(1) Process the test member; according to the purpose of the test, process the steel structure beam or composite structure beam or concrete beam of T-shaped section, that is, the test member; during production, on the
(2)加工支承框架;支承框架由框架梁7及框架柱8连接而成;根据试验要求,按照国家标准《混凝土结构试验方法标准》(GB/T50152-2012)建议的支座形式安装支座。首先将钢滚轴10焊接到双层钢垫板9的下部钢垫板上,然后将此整体间隔性点焊到支承框架的框架梁7的上表面上,最后将双层钢垫板9的上部钢垫板预放置于钢滚轴10的上部;(2) Process the supporting frame; the supporting frame is formed by connecting the
(3)将试验构件吊装至支承框架上;(3) Hoist the test member to the support frame;
(4)安装并调试约束系统;上端约束构件2和下端约束构件3是由热轧H型钢2-1和钢板2-2焊接而成;其中钢板上带有四个预留孔洞即螺栓孔;安装过程:(4) Install and debug the restraint system; the
1)在试验构件的端部区域用细沙找平;1) Level the end area of the test member with fine sand;
2)将上端约束构件2放置于实验构件1的表面,将上端约束构件2的预留孔洞与实验构件1上的预留孔洞对齐;将第一连接件11即加长螺栓伸入预留孔洞;加长螺栓的下部通过下端约束构件3的预留孔洞,并将底部螺帽拧紧;2) Place the upper
3)在两块带有预留孔洞的左连接钢板13及右连接钢板14分别放置于上端约束构件2及下端约束构件3的两侧,并将预留孔洞对其;将第二连接件12即加长螺栓伸入预留孔洞,并将螺帽拧紧;3) Place the left connecting
4)将反力架6上的预留孔洞与反力架连接钢板15的预留孔洞对齐,将第三连接件16即螺栓伸入预留孔洞并将螺帽拧紧;4) Align the reserved holes on the
5)将上部力传感器4及下部力传感器5安装在反力架6与上端约束构件2及下端约束构件3之间;5) Install the
6)将力部传感器的数据采集线与数据处理模块连接,并进行初步的调试;6) Connect the data acquisition line of the force sensor to the data processing module, and carry out preliminary debugging;
7)约束系统安装完成;7) The restraint system is installed;
(5)调试完毕后,通过设置上部力传感器4及下部力传感器5,检测试验过程中梁端水平约束力的变化过程,从而掌握梁端水平约束力的情况;(5) After the debugging is completed, by setting the
(6)分析处理试验数据,总结试验现象。(6) Analyze and process the test data and summarize the test phenomenon.
本实用新型提供了一种粱端水平约束力的测试装置及粱端水平约束力的测试方法,本实用新型设计的试验装置制作简单、操作方便,且上下分离,易于安装。本装置适用性广,可以适用于矩形截面、T形截面的试验梁。本装置的经济性好,相比将端部约束装置和混凝土试件浇筑制作为一体,本装置费用较低,且可重复利用。The utility model provides a test device for beam end horizontal restraint force and a test method for beam end horizontal restraint force. The device has wide applicability and can be applied to test beams with rectangular cross-section and T-shaped cross-section. The device is economical, and compared with the end restraint device and the concrete test piece being poured into one piece, the device has a lower cost and can be reused.
以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的设计构思并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,利用此构思对本实用新型进行非实质性的改动,均属于侵犯本实用新型保护范围的行为。The above description is only a preferred embodiment of the present invention, but the design concept of the present invention is not limited to this. Any insubstantial modification of the present invention is an act infringing the protection scope of the present invention.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020842858.3U CN211855653U (en) | 2020-05-19 | 2020-05-19 | Device for testing horizontal restraining force of beam end |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020842858.3U CN211855653U (en) | 2020-05-19 | 2020-05-19 | Device for testing horizontal restraining force of beam end |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211855653U true CN211855653U (en) | 2020-11-03 |
Family
ID=73235676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020842858.3U Expired - Fee Related CN211855653U (en) | 2020-05-19 | 2020-05-19 | Device for testing horizontal restraining force of beam end |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211855653U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111442867A (en) * | 2020-05-19 | 2020-07-24 | 华侨大学 | Testing device and method for horizontal restraining force of beam end |
-
2020
- 2020-05-19 CN CN202020842858.3U patent/CN211855653U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111442867A (en) * | 2020-05-19 | 2020-07-24 | 华侨大学 | Testing device and method for horizontal restraining force of beam end |
| CN111442867B (en) * | 2020-05-19 | 2024-12-03 | 华侨大学 | Testing device and testing method for horizontal restraint force of beam end |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102706734B (en) | Loading test device and method of asymmetric lateral-force-resisting structure | |
| CN201373811Y (en) | A component compression torsion test device | |
| CN106644324A (en) | Test device for light steel frame beam column node bearing test | |
| CN101886961A (en) | Full load static characteristic test device and test method of bolt joint surface unit | |
| CN103132455B (en) | Three-dimensional combined type cable-stayed bridge body cable duct accurate positioning device and positioning method | |
| CN105040985B (en) | The detecting system and method for stretching force under a kind of vertical finish rolling deformed bar anchor | |
| CN104729930A (en) | Concrete flexural strength tester | |
| CN105222978B (en) | A kind of impact test weighted platform for applying large axial force | |
| CN103776767A (en) | Portable drawing-type testing device and drawing-type testing method for testing adhesive property steel bar and concrete | |
| CN102619235B (en) | Concrete foundation embedded bolt bracket and embedding method for concrete foundation embedded bolts | |
| CN105259107A (en) | Device for testing bond performance of reinforcing steel bar and concrete through drawing and testing method | |
| CN102677710B (en) | Reaction frame testing method for earth nail drawing tests | |
| KR20130045312A (en) | Performance tester and the methods of spring hanger | |
| CN219908541U (en) | A BRB connection device suitable for pile plate structures | |
| CN104153479A (en) | Construction method and construction device for loading hole of reaction force plate | |
| CN205175824U (en) | Apply test device that lasting axle drew damage load to a plurality of concrete samples | |
| CN111442867A (en) | Testing device and method for horizontal restraining force of beam end | |
| CN103645133B (en) | A kind of hydraulic fixing device measuring reinforcing bar and concrete adhesive property | |
| CN203587484U (en) | Mechanical fixing device for measuring adhesive property between steel bar and concrete | |
| CN102109443B (en) | High-accuracy hydraulic repeated loading test device | |
| CN108801906A (en) | A kind of loading device and method for bond-slip properties experiment | |
| CN219327342U (en) | Auxiliary device for installing embedded screw | |
| CN207991814U (en) | A kind of civil engineering flat test test specimen lateral support reaction frame | |
| CN105862944A (en) | Full-scale testing apparatus for spread foundations | |
| CN204731145U (en) | A kind of bond-slip properties pick-up unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 |
