CN103791795A - Bridge static load test displacement monitoring device - Google Patents
Bridge static load test displacement monitoring device Download PDFInfo
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Abstract
本发明提供一种桥梁静载实验位移监测装置,包括支撑架、磁力表座、弹簧、固定钢钎、锚固支架和百分表,支撑架连接桥梁梁底,支撑架的下方连接弹簧,弹簧的下方连接锚固钢钎,锚固钢钎连接于锚固支架;支撑架具有水平方向的支撑结构,百分表的测试头连接于该支撑结构底部;锚固钢钎上方连接磁力表座,百分表连接于磁力表座;弹簧的伸长方向与膨胀螺栓在同一竖直面内。本发明涉及的这种桥梁静载实验位移监测装置,提供了安装磁力表座的部位,该装置安装简便,使桥梁控制截面挠度的测量快捷并且不受桥底地形的限制,便于推广使用。
The invention provides a bridge static load experiment displacement monitoring device, which includes a support frame, a magnetic meter base, a spring, a fixed steel braze, an anchor bracket and a dial gauge. The lower part is connected with the anchor steel braze, and the anchor steel braze is connected to the anchor bracket; the support frame has a support structure in the horizontal direction, and the test head of the dial indicator is connected to the bottom of the support structure; Magnetic gauge seat; the elongation direction of the spring is in the same vertical plane as the expansion bolt. The bridge static load experiment displacement monitoring device involved in the present invention provides a position for installing a magnetic meter base, and the device is easy to install, so that the deflection of the bridge control section can be measured quickly and is not restricted by the topography of the bridge bottom, which is convenient for popularization and use.
Description
技术领域 technical field
本发明涉及一种桥梁静载实验位移监测装置,属于隧道工程技术领域。 The invention relates to a bridge static load experiment displacement monitoring device, which belongs to the technical field of tunnel engineering.
背景技术 Background technique
高速公路桥梁在竣工验收及服役若干年后都要对桥梁使用的安全性进行评价,评价的方法通常是采用静载试验的方法。桥梁静载试验通常需要测量单片梁在标准荷载下控制界面的挠度,挠度的测量需要借助百分表,在桥梁下面,通常很难找到一个固定磁力表座的部位。 The safety of expressway bridges must be evaluated after completion acceptance and several years of service. The method of evaluation is usually the method of static load test. Bridge static load tests usually need to measure the deflection of the control interface of a single-piece beam under a standard load. The measurement of the deflection requires the use of a dial gauge. Under the bridge, it is usually difficult to find a place to fix the magnetic gauge.
发明内容 Contents of the invention
本发明提供一种桥梁静载实验位移监测装置,该监测装置提供了安装磁力表座的部位,该装置安装简便,使桥梁控制截面挠度的测量快捷并且不受桥底地形的限制。 The invention provides a bridge static load experiment displacement monitoring device. The monitoring device provides a position for installing a magnetic meter base. The device is easy to install, and the deflection of the bridge control section can be measured quickly and is not restricted by the topography of the bridge bottom.
为解决以上技术问题,本发明提供如下技术方案:一种桥梁静载试验位移监测装置,桥梁梁底中央处底面设有膨胀螺栓,所述监测装置线连接于膨胀螺栓,其特征在于,所述监测装置包括支撑架、磁力表座、弹簧、固定钢钎、锚固支架和百分表,所述支撑架连接桥梁梁底,支撑架的下方连接弹簧,弹簧的下方连接锚固钢钎,锚固钢钎连接于锚固支架;所述支撑架具有水平方向的支撑结构,百分表的测试头连接于该支撑结构底部;所述锚固钢钎上方连接磁力表座,百分表连接磁力表座;所述弹簧的伸长方向与膨胀螺栓在同一竖直面内。 In order to solve the above technical problems, the present invention provides the following technical solutions: a bridge static load test displacement monitoring device, the bottom surface of the center of the bridge girder bottom is provided with expansion bolts, and the monitoring device is connected to the expansion bolts, characterized in that the The monitoring device includes a support frame, a magnetic meter seat, a spring, a fixed steel braze, an anchor bracket and a dial indicator. The support frame is connected to the bottom of the bridge beam, the spring is connected to the bottom of the support frame, and the anchor steel braze is connected to the bottom of the spring. The anchor steel braze Connected to the anchor bracket; the support frame has a support structure in the horizontal direction, and the test head of the dial indicator is connected to the bottom of the support structure; the above the anchor steel braze is connected to the magnetic gauge base, and the dial gauge is connected to the magnetic gauge base; The elongation direction of the spring is in the same vertical plane as the expansion bolt.
进一步地,所述支撑架包括旋转片、支持片和支持翼,旋转片与支持片为上下连接结构,连接的方式为转动连接。 Further, the support frame includes a rotating piece, a supporting piece and a supporting wing, and the rotating piece and the supporting piece are connected up and down, and the connection method is a rotational connection.
进一步地,所述支持片与支持翼垂直连接,支持翼处于水平。 Further, the support piece is vertically connected to the support wing, and the support wing is horizontal.
进一步地,所述支持翼的底面设有球形凹面,百分表测试头与球形凹面衔接。 Further, the bottom surface of the support wing is provided with a spherical concave surface, and the dial indicator test head is connected with the spherical concave surface.
进一步地,所述锚固钢钎具有竖直部和水平部,水平部处于竖直部顶端的一侧。 Further, the anchoring rod has a vertical part and a horizontal part, and the horizontal part is on one side of the top end of the vertical part.
进一步地,所述弹簧通过钢丝连接锚固钢钎。 Further, the spring is connected with an anchoring steel drill through a steel wire. the
进一步地,所述旋转片上部具有连接孔,连接孔为方孔,方孔内设有螺钉,螺钉顶部有螺帽,螺帽卡在旋转片上,螺钉上部光滑,下部具有螺纹,旋转片与螺钉光滑处为转动连接,螺钉下部采用螺纹连接支持片。 Further, the upper part of the rotating piece has a connecting hole, the connecting hole is a square hole, and a screw is arranged in the square hole. There is a nut on the top of the screw, and the nut is stuck on the rotating piece. The upper part of the screw is smooth, and the lower part has threads. The rotating piece and the screw The smooth part is a rotary connection, and the lower part of the screw is threaded to connect the support piece.
本发明涉及的这种桥梁静载实验位移监测装置,提供了安装磁力表座的部位,该装置安装简便,使桥梁控制截面挠度的测量快捷并且不受桥底地形的限制,便于推广使用。 The bridge static load experiment displacement monitoring device involved in the present invention provides a position for installing a magnetic meter base, and the device is easy to install, so that the deflection of the bridge control section can be measured quickly and is not restricted by the topography of the bridge bottom, which is convenient for popularization and use.
附图说明 Description of drawings
图1 为本发明支撑架与旋转片结构图; Fig. 1 is a structural diagram of a support frame and a rotating piece of the present invention;
图2 为本发明与桥梁连接图。 Fig. 2 is the connection diagram of the present invention and bridge.
附图标记说明 Explanation of reference signs
1-旋转片;2-支撑架;21-支持片;22-支持翼; 23-球形凹面;24-连接孔;6-弹簧;7-锚固钢钎;8-磁力表座;9-百分表;10-锚固支架;11-桥梁梁底;12-膨胀螺栓;13-钢丝。 1-rotary piece; 2-support frame; 21-support piece; 22-support wing; 23-spherical concave surface; 24-connection hole; 6-spring; Table; 10-anchor bracket; 11-beam bottom of bridge; 12-expansion bolt; 13-steel wire.
具体实施方式 Detailed ways
如图2所示,桥梁梁底中央处底面设有膨胀螺栓12,监测装置线连接于膨胀螺栓12,所述监测装置包括支撑架2、磁力表座8、弹簧6、固定钢钎7、锚固支架10和百分表9,所述支撑架2连接桥梁梁底,支撑架的下方连接弹簧6,弹簧6的下方连接锚固钢钎7,锚固钢钎连接于锚固支架10;所述支撑架2具有水平方向的支撑结构,支撑架2包括旋转片1、支持片21和支持翼22,旋转片1与支持片21为上下连接结构,连接的方式为转动连接。所述的支撑结构即为支持翼22。
As shown in Figure 2, an expansion bolt 12 is provided on the bottom surface of the center of the bridge beam bottom, and the monitoring device is connected to the expansion bolt 12. Support 10 and dial indicator 9, described support frame 2 connects bridge girder bottom, the bottom of support frame connects spring 6, the bottom of spring 6 connects anchor steel braze 7, and anchor steel braze is connected to anchor bracket 10; Described bracing frame 2 It has a support structure in the horizontal direction. The support frame 2 includes a rotating piece 1, a supporting
所述弹簧6的伸长方向与膨胀螺栓12在同一竖直面内。 The elongation direction of the spring 6 is in the same vertical plane as the expansion bolt 12 .
支持片21与支持翼22垂直连接,支持翼22处于水平。
The
支持翼22的底面设有球形凹面23,百分表9测试头与球形凹面23衔接。
The bottom surface of the
锚固钢钎7具有竖直部和水平部,水平部处于竖直部顶端的一侧,磁力表座8即固定于该水平部,锚固钢钎7的竖直部固定连接锚固支架10。锚固钢钎锚固时,可以根据桥梁梁底的地面情况 ,当具有地面锚固条件的时候,锚固钢钎7可直接锚固在地面上,若不具备地面锚固条件,则应采用锚固支架10固定锚固钢钎。 Anchor brazing 7 has a vertical part and a horizontal part, and the horizontal part is on one side of the top of the vertical part. When the anchoring steel drill is anchored, according to the ground conditions at the bottom of the bridge beam, when the ground anchoring condition is available, the anchoring steel drill 7 can be directly anchored on the ground. If the ground anchoring condition is not available, the anchoring bracket 10 should be used to fix the anchoring steel Brazing.
弹簧6通过钢丝13连接锚固钢钎7。 The spring 6 is connected to the anchor steel drill 7 through a steel wire 13 . the
如图1所示,旋转片1上部具有连接孔,连接孔为方孔,方孔内设有螺钉,螺钉顶部有螺帽,螺帽卡在旋转片1上,螺钉上部光滑,下部具有螺纹,旋转片1与螺钉光滑处为转动连接,螺钉下部采用螺纹连接支持片21。
As shown in Figure 1, the upper part of the rotating piece 1 has a connecting hole, the connecting hole is a square hole, and a screw is arranged in the square hole. There is a nut on the top of the screw, and the nut is stuck on the rotating piece 1. The upper part of the screw is smooth, and the lower part has threads. The rotating piece 1 is rotationally connected with the smooth part of the screw, and the bottom part of the screw is threaded to connect the
支撑架为地质雷达天线托持装置,旋转片1的上端设有连接孔,所述支持片21下端设有支持翼22和连接孔,所述支持翼22的顶端设有球形凹面23,所述旋转片1和支持片21通过可旋转连接连接。使用时,将锚固钢钎7固定在控制截面的下方,在控制截面梁底打孔并安装膨胀螺栓12,然后将弹簧6和支撑架2的连接孔24连接,然后用较短钢丝13连接弹簧6和锚固钢钎7,然后用钢丝连接膨胀螺栓12和旋转片1,并使弹簧6处于受拉状态,弹簧的伸长量应大于该控制截面的挠度,然后在锚固钢钎7上安装磁力表座8,在球形凹面23处安装百分表,然后就可以进行加载了。
The supporting frame is a geological radar antenna holding device, the upper end of the rotating piece 1 is provided with a connecting hole, the lower end of the supporting
本发明所述的具体实施方式并不构成对本申请范围的限制,凡是在本发明构思的精神和原则之内,本领域的专业人员能够作出的任何修改、等同替换和改进等均应包含在本发明的保护范围之内。 The specific implementation methods described in the present invention do not constitute a limitation to the scope of the application. Any modifications, equivalent replacements and improvements that can be made by professionals in the field within the spirit and principles of the present invention should be included in this application. within the scope of protection of the invention.
Claims (7)
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Cited By (8)
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| CN105423880A (en) * | 2015-11-10 | 2016-03-23 | 长安大学 | Method for suspending main cable to measure bridge deflection |
| CN105627896A (en) * | 2016-01-12 | 2016-06-01 | 河北远洲工程咨询有限公司 | Bridge flexibility detection device and detection method |
| CN105928447A (en) * | 2016-06-13 | 2016-09-07 | 中冶建筑研究总院有限公司 | Rapid bridge flexibility measuring device |
| CN106908207A (en) * | 2017-03-21 | 2017-06-30 | 西南交通大学 | A kind of bridge static loading test deflection measuring apparatus and method |
| CN108051164A (en) * | 2018-01-10 | 2018-05-18 | 济南市城乡建设发展服务中心 | Component deflection detection mechanism |
| CN111397823A (en) * | 2020-04-28 | 2020-07-10 | 广东众智检验检测有限公司 | Crane static stiffness measuring device and method |
| KR102187875B1 (en) * | 2019-08-14 | 2020-12-07 | 주식회사 홍익기술단 | Deflection Measuring Instruments |
| CN115900471A (en) * | 2022-10-19 | 2023-04-04 | 中铁大桥科学研究院有限公司 | Observation device and method of use for bridge closure |
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| CN111397823A (en) * | 2020-04-28 | 2020-07-10 | 广东众智检验检测有限公司 | Crane static stiffness measuring device and method |
| CN111397823B (en) * | 2020-04-28 | 2022-04-01 | 广东众智检验检测有限公司 | Crane static stiffness measuring device and method |
| CN115900471A (en) * | 2022-10-19 | 2023-04-04 | 中铁大桥科学研究院有限公司 | Observation device and method of use for bridge closure |
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Effective date of registration: 20180427 Address after: 730050 No. 809, Gong Lin Road, Qilihe District, Lanzhou, Gansu. Patentee after: GANSU ROAD ENGINEERING QUALITY TEST DETECTION CENTER Co.,Ltd. Address before: 730000 No. 17 LAN Gong ping North Street, Qilihe District, Lanzhou, Gansu. Patentee before: GANSU PROVINCIAL TRANSPORTATION RESEARCH INSTITUTE CO.,LTD. |
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