CN102809508A - Load positioning device for structural test - Google Patents

Load positioning device for structural test Download PDF

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CN102809508A
CN102809508A CN2012102536921A CN201210253692A CN102809508A CN 102809508 A CN102809508 A CN 102809508A CN 2012102536921 A CN2012102536921 A CN 2012102536921A CN 201210253692 A CN201210253692 A CN 201210253692A CN 102809508 A CN102809508 A CN 102809508A
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block
screw rod
base plate
vertical
rod
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CN102809508B (en
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程斌
钱沁
黄仁锋
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Shanghai Jiao Tong University
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Abstract

本发明公开了一种结构试验荷载定位装置,该装置由定位块、底板、挡块、防倾覆螺杆、调节螺杆以及锁固螺帽组成。装置通过底板与钢构件或混凝土构件钢预埋件连接固定。定位块连接千斤顶,放置于底板表面的挡块所围区域内,并通过旋调调节螺杆实现纵、横向移动。防倾覆螺杆穿过横向挡块上的槽孔后,锚入定位块侧面所开螺纹孔内,以防止定位块与底板脱离,使该定位装置不仅适用于竖向加载工况,还可应用于水平加载工况。底板上表面标有刻度线,用于提高调节速度和精度。纵向调节螺杆数量根据位移调节量程进行增减。整个装置原理清晰,制作简单,使用方便,荷载定位精度高,可应用于土木工程教学和科研试验当中。

Figure 201210253692

The invention discloses a structure test load positioning device, which is composed of a positioning block, a bottom plate, a stop block, an anti-overturning screw rod, an adjusting screw rod and a locking nut. The device is connected and fixed with the steel member or the steel embedded part of the concrete member through the bottom plate. The positioning block is connected to the jack, placed in the area surrounded by the block on the surface of the bottom plate, and the longitudinal and lateral movement can be realized by rotating the adjusting screw. After the anti-overturning screw passes through the slot on the transverse block, it is anchored into the threaded hole on the side of the positioning block to prevent the positioning block from detaching from the bottom plate, making the positioning device not only suitable for vertical loading conditions, but also for Horizontal loading case. The upper surface of the bottom plate is marked with scale lines to improve the adjustment speed and accuracy. The number of longitudinal adjustment screws increases or decreases according to the displacement adjustment range. The principle of the whole device is clear, the manufacture is simple, the use is convenient, the load positioning accuracy is high, and it can be applied to civil engineering teaching and scientific research experiments.

Figure 201210253692

Description

一种结构试验荷载定位装置A load positioning device for structural testing

技术领域 technical field

本发明涉及土木工程专业的教学和科研试验装置,特别涉及一种结构试验荷载定位装置。The invention relates to a teaching and scientific research test device for the specialty of civil engineering, in particular to a structure test load positioning device.

背景技术 Background technique

在土木工程专业的结构试验领域,试件受压是一种常见的加载工况。其中最为常见的是轴心受压加载方式,另外根据试验目的不同还可能有偏心受压加载要求。荷载定位精度往往是影响试验结果准确性的重要因素。以轴心受压加载为例,一般通过事先的连接件(如螺栓)位置设计,使得千斤顶底座(如球铰、刀口铰等)中心与试件加载端截面形心重合,从而实现一次性理论对中。但由于试件尺寸存在加工误差,此时并未达到实际对中状态。而且由于试件初始弯曲的随机性,试验过程中常常无法找到完全对中状态。因此理论对中将不可避免带来试验误差,这对于以极限承载能力测试为试验目的的情况而言尚可接受,但对正常使用状态指标(如材料应力/应变、试件刚度、表面裂缝等)的测量精度将会产生不可忽略的影响。目前多采用应变对中法来解决此问题,即在一次性理论对中之后,进一步在试件中部无约束位置的截面周边粘贴应变片,在正式加载前进行弹性预加载,然后通过观测截面对称位置的应变差别来判断实际对中情况,并不断调整荷载位置来达到对中目的。这就对荷载位置调整的可实施性和操作便捷性提出了很高的要求。遗憾的是,目前较少见有专用于此类荷载位置调节的试验装置,实际加载过程中常用的方法是通过手动锤击、扳移等方式对千斤顶底座进行微调,这种方法不仅操作麻烦,更难于控制调节精度,试验效果和实施效率都很低,而且只适用于竖向加载工况,在水平加载时千斤顶由于无法固定而将发生倾覆。对于偏心加载情况,在精确定位试验要求的偏心距时将遇到同样的问题。In the field of structural testing in civil engineering, specimen compression is a common loading condition. The most common method is the axial compression loading method. In addition, depending on the purpose of the test, there may also be eccentric compression loading requirements. Load positioning accuracy is often an important factor affecting the accuracy of test results. Taking axial compression loading as an example, the position of the connecting parts (such as bolts) is generally designed in advance so that the center of the jack base (such as ball hinge, knife-edge hinge, etc.) Alignment. However, due to the processing error in the size of the test piece, the actual centering state has not been reached at this time. Moreover, due to the randomness of the initial bending of the specimen, it is often impossible to find a completely centered state during the test. Therefore, the theoretical alignment will inevitably bring experimental errors, which is acceptable for the test purpose of the ultimate bearing capacity test, but for the normal service state indicators (such as material stress/strain, specimen stiffness, surface cracks, etc. ) will have a non-negligible impact on the measurement accuracy. At present, the strain centering method is often used to solve this problem, that is, after the one-time theoretical centering, the strain gauge is further pasted around the section of the unconstrained position in the middle of the specimen, and the elastic preload is carried out before the formal loading, and then the cross section is symmetrically observed. The actual alignment situation can be judged by the strain difference of the position, and the load position can be adjusted continuously to achieve the alignment purpose. This puts forward high requirements on the implementability and operation convenience of load position adjustment. Unfortunately, at present, there are few test devices dedicated to this kind of load position adjustment. The common method in the actual loading process is to fine-tune the jack base by manual hammering, wrenching, etc. This method is not only cumbersome to operate, but also It is more difficult to control the adjustment accuracy, the test effect and implementation efficiency are very low, and it is only applicable to the vertical loading condition, and the jack will overturn because it cannot be fixed when it is loaded horizontally. For the case of eccentric loading, the same problem will be encountered in precisely locating the eccentricity required for the test.

如中国实用新型专利(公告号CN 201251491Y)提出了一种球铰支座对中试验装置,其改进之处在于设置有外框和调平框,工作原理为通过调节调平装置上的顶丝来移动球铰支座的位置。该装置虽能进行荷载位置调整,但无法实现对调整位移量的精确把握,且其适用范围仅限于竖向对中加载单一工况,无法运用于水平加载试验,更不能满足大偏心加载要求。另外,该装置的调节顶丝位于装置内部,对调节工具要求较高,并对实际操作造成一定不便。For example, the Chinese utility model patent (notification number CN 201251491Y) proposes a centering test device for spherical hinge bearings. The improvement is that it is equipped with an outer frame and a leveling frame. To move the position of the ball joint support. Although the device can adjust the load position, it cannot accurately grasp the adjusted displacement, and its scope of application is limited to a single working condition of vertical centered loading, and cannot be used in horizontal loading tests, let alone meet the requirements of large eccentric loading. In addition, the adjusting jackscrew of the device is located inside the device, which requires relatively high adjustment tools and causes some inconvenience to the actual operation.

因此,设计一种构造简单、操作可行的受压荷载定位装置,用于在结构试验过程中对荷载位置进行精确调节,并在试件类型(钢构件和混凝土构件)、受压形式(轴心受压和偏心受压)、荷载工况(竖向加载和水平加载)等方面具有很好的通用性,将对提高结构试验的测试精度和实施效率具有较强的现实意义。Therefore, a compressive load positioning device with simple structure and feasible operation is designed to precisely adjust the load position during the structural test, and it can be adjusted in the type of specimen (steel member and concrete member), compression form (axial Compression and eccentric compression), load conditions (vertical loading and horizontal loading) and other aspects have good versatility, and will have strong practical significance for improving the test accuracy and implementation efficiency of structural tests.

发明内容 Contents of the invention

为解决上述问题,本发明提供了一种结构试验荷载定位装置,能满足快速、精确定位荷载的要求,可用于对中定位及单向偏心定位。该试验装置不仅适用于竖向加载工况还可用于水平加载工况。In order to solve the above problems, the present invention provides a structural test load positioning device, which can meet the requirements of fast and accurate positioning of loads, and can be used for centering positioning and one-way eccentric positioning. The test device is not only suitable for vertical loading conditions but also for horizontal loading conditions.

为实现上述目的,本发明采用以下技术方案:To achieve the above object, the present invention adopts the following technical solutions:

一种结构试验中压力荷载的定位装置,包括定位块、底板、横向挡块、纵向挡块、防倾覆螺杆、横向调节螺杆、纵向调节螺杆以及锁固螺帽;所述底板用于连接试件;所述定位块用于连接千斤顶底座;所述底板表面设有横向挡块和纵向挡块,横向挡块和纵向挡块围成一区域;所述定位块放置于底板表面的横向挡块和纵向挡块所围区域内;所述定位块通过防倾覆螺杆避免与底板脱离,通过横向调节螺杆和纵向调节螺杆实现平面内横、纵向移动,并通过锁固螺帽锁定位置。A positioning device for pressure loads in structural tests, comprising a positioning block, a base plate, a transverse stopper, a longitudinal stopper, an anti-overturning screw, a transverse adjustment screw, a longitudinal adjustment screw and a locking nut; the base plate is used to connect test pieces The positioning block is used to connect the jack base; the surface of the bottom plate is provided with a horizontal block and a longitudinal block, and the horizontal block and the longitudinal block form an area; the positioning block is placed on the horizontal block and the vertical block on the surface of the bottom plate In the area enclosed by the longitudinal block; the positioning block is prevented from detaching from the bottom plate through the anti-overturning screw, the horizontal and vertical movement in the plane is realized through the horizontal adjustment screw and the longitudinal adjustment screw, and the position is locked by the locking nut.

所述底板为矩形,四个角部开设圆孔,将这个装置固定在钢构件(或混凝土构件钢预埋件)上。The bottom plate is rectangular, and the four corners are provided with round holes, and the device is fixed on the steel member (or the steel embedded part of the concrete member).

所述横、纵向挡块底面开设螺纹盲孔,底板相应位置开设沉孔,横向挡块、纵向挡块沿纵、横向对称布置后通过螺栓固定在底板上,形成矩形围域,并保证连接螺栓不突出底板下表面。Threaded blind holes are provided on the bottom surface of the horizontal and vertical stoppers, and counterbores are provided at the corresponding positions of the bottom plate. The horizontal stoppers and longitudinal stoppers are arranged symmetrically along the vertical and horizontal directions and fixed on the bottom plate by bolts to form a rectangular enclosure, and ensure that the connecting bolts Does not protrude from the bottom surface of the base plate.

所述横向挡块中部开设条型槽孔,孔高与防倾覆螺杆直径相等,为置于其中的防倾覆螺杆提供横向滑动空间,同时限制其在垂直底板平面方向上的运动。A bar-shaped slot hole is set in the middle of the transverse block, and the height of the hole is equal to the diameter of the anti-overturning screw rod, which provides a lateral sliding space for the anti-overturning screw rod placed therein, and at the same time restricts its movement in the direction perpendicular to the plane of the bottom plate.

所述定位块的四个角部开设螺纹通孔,用于连接千斤顶底座;定位块放置于底板上横向挡块、纵向挡块所围矩形区域内。The four corners of the positioning block are provided with threaded through holes for connecting the jack base; the positioning block is placed on the bottom plate in the rectangular area surrounded by the horizontal block and the longitudinal block.

所述定位块两个横向侧面开设螺纹盲孔,该定位块放置于底板上挡块所围矩形区域内。The two lateral sides of the positioning block are provided with threaded blind holes, and the positioning block is placed in the rectangular area surrounded by the stopper on the bottom plate.

所述防倾覆螺杆端部带有螺纹,将该螺杆穿过横向挡块上的防倾覆槽孔后锚入定位块侧面的螺纹盲孔内,确保定位块不与底板脱离。The end of the anti-overturning screw is threaded, and the screw is anchored into the threaded blind hole on the side of the positioning block after passing through the anti-overturning slot on the transverse block, so as to ensure that the positioning block does not break away from the bottom plate.

所述横向挡块和纵向挡块侧面开设螺纹通孔,孔径大小分别与横向调节螺杆和纵向调节螺杆相匹配。The sides of the transverse stopper and the longitudinal stopper are provided with threaded through holes, and the diameters of the holes match the transverse adjustment screw and the longitudinal adjustment screw respectively.

所述横向调节螺杆和纵向调节螺杆在位于挡块内侧的部位设置锁固螺帽,荷载定位完成后拧紧该螺帽,防止横向调节螺杆和纵向调节螺杆在加载过程中发生松动。The horizontal adjustment screw and the longitudinal adjustment screw are provided with lock nuts at the inner side of the block, and the nuts are tightened after the load positioning is completed to prevent the horizontal adjustment screw and the longitudinal adjustment screw from loosening during loading.

所述横向调节螺杆和纵向调节螺杆均采用通长螺纹,且螺杆端部均在底板边缘以外,方便使用工具进行旋调。Both the horizontal adjustment screw and the longitudinal adjustment screw adopt full-length threads, and the ends of the screws are all outside the edge of the bottom plate, which is convenient to use tools for rotation and adjustment.

所述装置采用防倾覆螺杆确保定位块在水平加载工况时不发生倾覆,因此不仅适用于竖向加载工况,还可用于水平加载工况。The device uses an anti-overturning screw to ensure that the positioning block does not overturn under horizontal loading conditions, so it is not only suitable for vertical loading conditions, but also for horizontal loading conditions.

所述装置采用全钢结构,所有部件均采用精密机械加工,组装全部采用螺栓连接,无任何焊接工序,确保装置尺寸精度及表面平整度。The device adopts an all-steel structure, all parts are processed by precision machining, and the assembly is all connected by bolts without any welding process to ensure the dimensional accuracy and surface smoothness of the device.

采用上述技术方案之后,本发明有益效果是:After adopting above-mentioned technical scheme, beneficial effect of the present invention is:

(1)通过旋调螺栓推动定位块连带千斤顶在底板平面内双向移动,从而实现荷载位置调整,调节步骤简单方便。(1) Push the positioning block and the jack to move bidirectionally in the plane of the bottom plate by turning the bolt, so as to realize the adjustment of the load position, and the adjustment steps are simple and convenient.

(2)设有防倾覆螺杆防止定位块发生面外倾覆,使得该装置不仅适用于竖向加载工况,还可用于水平加载工况。(2) An anti-overturning screw is provided to prevent out-of-plane overturning of the positioning block, making the device not only suitable for vertical loading conditions, but also for horizontal loading conditions.

(3)在纵向设置大空间以进行大位移量调节,使得该装置不仅适用于轴心受压试验,还可用于大偏心受压加载。(3) A large space is provided in the longitudinal direction for large displacement adjustment, making the device not only suitable for axial compression tests, but also for large eccentric compression loading.

(4)底板标有双向刻度线,方便读取位移调节量并减少荷载定位时间,提高荷载定位精度和试验效率。(4) The bottom plate is marked with two-way scale lines, which is convenient for reading the displacement adjustment, reduces the load positioning time, and improves the load positioning accuracy and test efficiency.

(5)试验装置取材容易,制作简单,使用方便,定位精度高,适用范围广泛。(5) The test device is easy to obtain materials, simple to manufacture, convenient to use, high in positioning accuracy, and wide in scope of application.

附图说明 Description of drawings

图1为本发明一实施例三维效果图;Fig. 1 is a three-dimensional rendering of an embodiment of the present invention;

图2为本发明一实施例平面图;Fig. 2 is a plane view of an embodiment of the present invention;

图3为图2所示A-A纵断面图;Fig. 3 is A-A longitudinal sectional view shown in Fig. 2;

图4为图2所示B-B纵断面图;Fig. 4 is B-B longitudinal sectional view shown in Fig. 2;

图5为图2所示C-C横断面图;Fig. 5 is a C-C cross-sectional view shown in Fig. 2;

图6为底板刻度线示意图;Figure 6 is a schematic diagram of the scale line on the bottom plate;

图7为图6所示Ⅰ-Ⅰ纵断面图;Figure 7 is a longitudinal section view of I-I shown in Figure 6;

图8为图6所示Ⅱ-Ⅱ横断面图;Figure 8 is a cross-sectional view of II-II shown in Figure 6;

图9为定位块平、立面图。Figure 9 is a plan view and an elevation view of the positioning block.

图中:1—定位块;2—底板;3—横向挡块;4—纵向挡块;5—防倾覆螺杆;6—纵向调节螺杆;7—横向调节螺杆;8—锁固螺帽;9—固定千斤顶用螺纹通孔;10—底板圆孔;11—防倾覆螺杆用螺纹盲孔;12—防倾覆槽孔;13—调节螺杆用螺纹通孔;14—挡块螺纹盲孔;15—底板沉孔;16—挡块紧固螺栓;x—纵向;y—横向。In the figure: 1—positioning block; 2—bottom plate; 3—transverse block; 4—longitudinal block; 5—anti-overturning screw; 6—longitudinal adjustment screw; 7—horizontal adjustment screw; 8—lock nut; 9 —Threaded through hole for fixed jack; 10—round hole in bottom plate; 11—threaded blind hole for anti-overturning screw; 12—anti-overturning slot hole; 13—threaded through hole for adjusting screw; 14—threaded blind hole for block; 15— Bottom counterbore; 16—block fastening bolt; x—longitudinal; y—transverse.

具体实施方式 Detailed ways

以下结合附图和实施例对本发明的技术方案作进一步的解释,但是以下的内容不用于限定本发明的保护范围。The technical solutions of the present invention will be further explained below in conjunction with the drawings and embodiments, but the following content is not intended to limit the protection scope of the present invention.

如图1、2所示,本实施例所述的一种在结构试验中能快速精确定位压力荷载的试验装置,主要包括定位块1、底板2、横向挡块3、纵向挡块4、防倾覆螺杆5、横向调节螺杆6、纵向调节螺杆7以及锁固螺帽8;所述底板2通过四个角部圆孔经螺栓连接试件;所述底板2表面设有横向挡块3和纵向挡块4,横向挡块3和纵向挡块4围成一区域;所述定位块1放置于底板2表面的横向挡块3和纵向挡块4所围区域内,并通过四个角部螺纹孔与千斤顶底座连接。所述定位块2通过防倾覆螺杆5避免与底板脱离,通过横向调节螺杆6和纵向调节螺杆7实现平面内横、纵向移动,并通过锁固螺帽8锁定位置。As shown in Figures 1 and 2, the test device described in this embodiment that can quickly and accurately locate the pressure load in the structural test mainly includes a positioning block 1, a bottom plate 2, a transverse stopper 3, a longitudinal stopper 4, a Overturning screw 5, horizontal adjustment screw 6, longitudinal adjustment screw 7 and locking nut 8; the bottom plate 2 is connected to the test piece through four corner round holes via bolts; the surface of the bottom plate 2 is provided with a transverse stopper 3 and a longitudinal The block 4, the transverse block 3 and the longitudinal block 4 enclose an area; the positioning block 1 is placed in the area surrounded by the transverse block 3 and the longitudinal block 4 on the surface of the bottom plate 2, and is threaded through four corners The hole is connected to the jack base. The positioning block 2 is prevented from being detached from the bottom plate by the anti-overturning screw 5 , the horizontal and vertical movement in the plane is realized by the horizontal adjustment screw 6 and the longitudinal adjustment screw 7 , and the position is locked by the locking nut 8 .

本实施例中,所述底板2为矩形,四个角部开设圆孔,用于同钢构件或混凝土构件钢预埋件螺栓连接。In this embodiment, the bottom plate 2 is rectangular, and four corners are provided with round holes for bolted connection with steel components or concrete component steel embedded parts.

本实施例中,所述横向挡块3、纵向挡块4底面开设螺纹盲孔14,底板2相应位置开设沉孔15,挡块3、4沿纵、横向对称布置后通过螺栓16固定在底板2上,形成矩形围域。In this embodiment, the bottom surfaces of the transverse block 3 and the longitudinal block 4 are provided with threaded blind holes 14, and the corresponding positions of the base plate 2 are provided with counterbore holes 15, and the blocks 3 and 4 are symmetrically arranged longitudinally and laterally and fixed to the base plate by bolts 16. 2, forming a rectangular enclosure.

本实施例中,所述横向挡块3中部开设条型槽孔12,孔高与防倾覆螺杆5直径相等,为置于其中的防倾覆螺杆5提供横向滑动空间,并限制其在垂直底板平面方向上的运动。In this embodiment, a bar-shaped slot 12 is provided in the middle of the transverse stopper 3, and the height of the hole is equal to the diameter of the anti-overturning screw 5, providing a lateral sliding space for the anti-overturning screw 5 placed therein, and restricting it to the plane vertical to the floor. direction of movement.

本实施例中,所述定位块1四个角部开设螺纹通孔用于连接千斤顶底座;定位块1放置于底板2上挡块3、4所围矩形区域内。In this embodiment, four corners of the positioning block 1 are provided with threaded through holes for connecting the jack base; the positioning block 1 is placed in the rectangular area surrounded by the stop blocks 3 and 4 on the bottom plate 2 .

本实施例中,所述定位块1的两个横向侧面开设螺纹盲孔11,端部带螺纹的防倾覆螺杆5穿过横向挡块3上的防倾覆槽孔12后锚入该孔11内,从而防止安装过程中定位块1与底板2相脱离。In this embodiment, the two lateral sides of the positioning block 1 are provided with threaded blind holes 11, and the anti-overturning screw rod 5 with a thread at the end passes through the anti-overturning slot 12 on the transverse stopper 3 and anchors into the hole 11. , so as to prevent the positioning block 1 from being separated from the bottom plate 2 during the installation process.

本实施例中,所述横向挡块3和纵向挡块4侧面开设螺纹通孔13,孔径大小分别与横向调节螺杆6和纵向调节螺杆7相匹配。In this embodiment, the sides of the transverse stopper 3 and the longitudinal stopper 4 are provided with threaded through holes 13 whose diameters match the transverse adjustment screw 6 and the longitudinal adjustment screw 7 respectively.

本实施例中,所述横向调节螺杆6和纵向调节螺杆7在位于挡块内侧的部位设置锁固螺帽8,防止调节螺杆6、7在加载过程中发生松动。In this embodiment, the horizontal adjustment screw 6 and the longitudinal adjustment screw 7 are provided with lock nuts 8 at the inner side of the block to prevent the adjustment screws 6 and 7 from loosening during loading.

本实施例中,所述横向调节螺杆6和纵向调节螺杆7均采用通长螺纹,且螺杆端部均在底板2边缘以外,方便旋调。In this embodiment, the horizontal adjustment screw 6 and the longitudinal adjustment screw 7 both adopt full-length threads, and the ends of the screws are all outside the edge of the bottom plate 2, which is convenient for rotation.

本实施例中,所述底板2上表面标有刻度尺,用于精确定位。该刻度线最小刻度为1mm,用虚线表示,每隔5mm用实线示意,中间空白区域大小与定位块平面尺寸相一致。从空白区域边界线往外,沿着挡块边缘以10mm为一级依次做数字标记,方便读取刻度的同时实现精确定位。In this embodiment, the upper surface of the bottom plate 2 is marked with a scale for precise positioning. The minimum scale of the scale line is 1mm, which is indicated by a dotted line, and every 5mm is indicated by a solid line, and the size of the blank area in the middle is consistent with the plane size of the positioning block. From the boundary line of the blank area to the outside, digital marks are made along the edge of the block at a level of 10mm, which is convenient for reading the scale and achieving accurate positioning.

本实施例中,所述纵向挡块4上不开设防倾覆槽孔,以满足纵向大位移调节的要求,进而用于大偏心加载试验。In this embodiment, no anti-overturning slots are provided on the longitudinal stopper 4 to meet the requirement of large longitudinal displacement adjustment, and further be used for large eccentric loading tests.

本实施例中,所述横向调节螺杆6数量为两个,纵向调节螺杆7数量可根据所要求的纵向调节量程予以增减,但不应少于两个。In this embodiment, the number of horizontal adjustment screws 6 is two, and the number of longitudinal adjustment screws 7 can be increased or decreased according to the required longitudinal adjustment range, but should not be less than two.

本实施例中,该装置不仅适用于竖向加载工况,还可用于水平加载工况,防倾覆螺杆5确保定位块1在水平加载工况时不发生倾覆。In this embodiment, the device is not only suitable for vertical loading conditions, but also for horizontal loading conditions. The anti-overturning screw 5 ensures that the positioning block 1 does not overturn under horizontal loading conditions.

本实施例中,该装置采用全钢结构,所有部件均采用精密机械加工,组装全部采用螺栓连接,无任何焊接工序,确保装置尺寸精度及表面平整度。In this embodiment, the device adopts an all-steel structure, all components are processed by precision machining, all assembly is connected by bolts, and there is no welding process to ensure the dimensional accuracy and surface smoothness of the device.

采用本实施例上述装置定位荷载时,根据试件初始安装位置和试验要求,先借助防倾覆螺杆初步调整定位块位置,然后通过旋调横、纵向挡块上的调节螺杆顶推移动定位块。调节螺杆上的螺纹连续、间距小,故能有效控制定位块的移动步距,实现精确定位。When using the above-mentioned device in this embodiment to locate the load, according to the initial installation position of the specimen and the test requirements, the position of the positioning block is initially adjusted with the help of the anti-overturning screw, and then the positioning block is pushed and moved by rotating the adjusting screw on the horizontal and vertical stoppers. The threads on the adjusting screw are continuous and the spacing is small, so the moving step of the positioning block can be effectively controlled to achieve precise positioning.

本实施例上述装置使用时,按照以下步骤进行:When the above-mentioned device of the present embodiment is used, proceed according to the following steps:

(1)测量试件加载端的几何尺寸。(1) Measure the geometric dimensions of the loading end of the specimen.

(2)根据(1)中所得数据,选择合适尺寸和数量的底板2、定位块1、挡块3、4、防倾覆螺杆5、调节螺杆6、7以及锁固螺帽8。(2) According to the data obtained in (1), select the appropriate size and quantity of bottom plate 2, positioning block 1, stoppers 3, 4, anti-overturning screw 5, adjusting screw 6, 7 and locking nut 8.

(3)底板2开设圆孔10(图6)和沉孔15(图7、8),并在其上表面标示刻度线(图6)。(3) The bottom plate 2 is provided with a round hole 10 (Fig. 6) and a counterbore 15 (Fig. 7, 8), and a scale line is marked on its upper surface (Fig. 6).

(4)挡块3、4开设槽孔12、螺纹通孔13、螺纹盲孔14,采用螺栓16将其固定在底板2上(图7、8)。(4) Blocks 3 and 4 are provided with slotted holes 12, threaded through holes 13, and threaded blind holes 14, and are fixed on the bottom plate 2 with bolts 16 (Fig. 7, 8).

(5)定位块1开设螺孔通孔9、螺纹盲孔11(图9)。(5) The positioning block 1 is provided with a threaded through hole 9 and a threaded blind hole 11 (Fig. 9).

(6)将定位块1放置于底板2上表面的挡块3、4所围区域内,将防倾覆螺杆5穿过防倾覆槽孔12后锚入定位块2侧面的螺纹盲孔11内(图3)。(6) Place the positioning block 1 in the area surrounded by the stoppers 3 and 4 on the upper surface of the bottom plate 2, pass the anti-overturning screw 5 through the anti-overturning slot 12 and anchor it into the threaded blind hole 11 on the side of the positioning block 2 ( image 3).

(7)将调节螺杆6、7旋入并穿过挡块3、4上螺纹通孔13,然后旋入锁固螺帽8,等待进一步旋调(图4、5)。(7) Screw the adjusting screw 6, 7 into and pass through the threaded through hole 13 on the block 3, 4, then screw into the locking nut 8, and wait for further rotation (Fig. 4, 5).

(8)移动防倾覆螺杆5,带动定位块1,使定位块四边与底板刻度线空白区域的边界相重合。将调节螺杆6、7旋调至正好与定位块1侧面相接触,防止定位块滑动。(8) Move the anti-overturning screw 5 to drive the positioning block 1, so that the four sides of the positioning block coincide with the boundary of the blank area of the scale line of the bottom plate. Rotate the adjusting screws 6 and 7 until they are in contact with the side of the positioning block 1 to prevent the positioning block from sliding.

(9)将装置整体放在试件加载端部截面,对中底板形心和试件端部截面形心之后,采用螺栓通过底板圆孔10将装置与试件连接固定。(9) Place the device as a whole on the loading end section of the specimen, and after aligning the centroid of the mid-bottom plate and the centroid of the end section of the specimen, use bolts to connect and fix the device with the specimen through the round hole 10 of the bottom plate.

(10)将千斤顶底座(如球铰、刀口铰)放置于定位块1上,对中底座和定位块1形心之后,通过螺纹通孔9经螺栓固定住底座。(10) Place the jack base (such as ball hinge, knife-edge hinge) on the positioning block 1, and after centering the base and the center of the positioning block 1, fix the base with bolts through the threaded through hole 9.

(11)根据试验要求确定定位块1在纵、横向上的位移调节量。(11) Determine the displacement adjustment of positioning block 1 in the longitudinal and lateral directions according to the test requirements.

(12)旋调调节螺杆6、7,通过螺杆推力使定位块1移位,实现荷载精确定位。(12) Rotate the adjusting screw rods 6 and 7, and the positioning block 1 is displaced by the thrust of the screw rods, so as to realize the precise positioning of the load.

(13)拧紧锁固螺帽8,开始试验加载。(13) Tighten the locking nut 8 and start the test loading.

(14)根据试验结果,确定下一步调节方向与幅度,重复旋调定位工作。(14) According to the test results, determine the next adjustment direction and range, and repeat the rotation and positioning work.

本实施例上述装置通过底板与钢构件或混凝土构件钢预埋件连接固定;定位块连接千斤顶,放置于底板表面的挡块所围区域内,并通过旋调调节螺杆实现纵、横向移动;防倾覆螺杆穿过横向挡块上的槽孔后,锚入定位块侧面所开螺纹孔内,以防止定位块与底板脱离,使该定位装置不仅适用于竖向加载工况,还可应用于水平加载工况;底板上表面标有刻度线,用于提高调节速度和精度;纵向调节螺杆数量根据位移调节量程进行增减。整个装置原理清晰,制作简单,使用方便,荷载定位精度高,可应用于土木工程教学和科研试验当中。The above-mentioned device in this embodiment is connected and fixed through the base plate and the steel component or the steel embedded part of the concrete component; the positioning block is connected with the jack, placed in the area surrounded by the stopper on the surface of the base plate, and the vertical and lateral movement is realized by rotating the adjusting screw; After the overturning screw passes through the slot on the transverse block, it is anchored into the threaded hole on the side of the positioning block to prevent the positioning block from detaching from the bottom plate, so that the positioning device is not only suitable for vertical loading conditions, but also for horizontal loading. Loading condition; the upper surface of the bottom plate is marked with a scale line to improve the adjustment speed and accuracy; the number of longitudinal adjustment screws is increased or decreased according to the displacement adjustment range. The principle of the whole device is clear, the manufacture is simple, the use is convenient, the load positioning accuracy is high, and it can be applied to civil engineering teaching and scientific research experiments.

以上实施例仅用于说明本发明的内容,除此之外,本发明还有其它实施方式。但是,凡采用等同替换或等效变形方式形成的技术方案均落在本发明的保护范围内。The above embodiments are only used to illustrate the contents of the present invention, and besides this, the present invention also has other implementations. However, all technical solutions formed by equivalent replacement or equivalent deformation fall within the protection scope of the present invention.

Claims (10)

1. a structural test load locating device is characterized in that: comprise locating piece (1), base plate (2), horizontal block (3), vertical block (4), the anti-screw rod (5) that topples, lateral adjustments screw rod (6), vertical adjusting screw(rod) (7) and locking nut (8); Said base plate (2) connects test specimen through four bight circular holes through bolt, and said base plate (2) surface is provided with horizontal block (3) and vertical block (4), and laterally block (3) and vertical block (4) surround a zone; Said locating piece (1) is positioned in the horizontal block (3) and vertical block (4) institute region on base plate (2) surface, and is connected with jack base through four bight threaded holes; Said locating piece (2) connects base plate through the anti-screw rod (5) that covers; Said lateral adjustments screw rod (6) and vertical adjusting screw(rod) (7) are separately positioned on horizontal block (3), the vertical block (4); Realize horizontal stroke in the plane, vertically move through lateral adjustments screw rod (6) and vertical adjusting screw(rod) (7), and through locking nut (8) latched position.
2. a kind of structural test load locating device according to claim 1, it is characterized in that: said base plate (2) is a rectangle, and circular hole is offered in four bights, is used for whole device and is connected with steel member or concrete component steel built-in fitting.
3. a kind of structural test load locating device according to claim 2; It is characterized in that: tapped blind hole (14) is offered in said horizontal block (3), vertical block (4) bottom surface; Counterbore (15) is offered in base plate (2) relevant position; Laterally block (3), vertical block (4) are fixed on the base plate (2) through bolt (16) after the vertical, horizontal symmetric arrangement, form rectangle and enclose the territory.
4. a kind of structural test load locating device according to claim 3 is characterized in that: (1) four bight of said locating piece is offered tapped through hole and is used to connect jack base; Locating piece (1) is positioned over base plate (2), and upward horizontal block (3), vertical block (4) enclose in the rectangular area.
5. a kind of structural test load locating device according to claim 4; It is characterized in that: two transverse sides of said locating piece (1) are offered tapped blind hole (11); Threaded anti-the toppling in end anchors in this hole (11) after screw rod (5) passes the anti-slotted eye that topples (12) on the horizontal block (3), thereby prevents that locating piece in the installation process (1) and base plate (2) are separated.
6. a kind of structural test load locating device according to claim 1; It is characterized in that: stripe shape slotted eye (12) is offered at said horizontal block (3) middle part; Anti-screw rod (5) equal diameters of toppling of Kong Gaoyu; For the anti-screw rod that topples (5) that is placed in one provides horizontal sliding space, and limit its motion on the vertical base plate in-plane.
7. a kind of structural test load locating device according to claim 6; It is characterized in that: tapped through hole (13) is offered in said horizontal block (3) and vertical block (4) side, and pore size is complementary with lateral adjustments screw rod (6) and vertical adjusting screw(rod) (7) respectively.
8. a kind of structural test load locating device according to claim 1; It is characterized in that: said lateral adjustments screw rod (6) and vertical adjusting screw(rod) (7) are provided with locking nut (8) at the position that is positioned at the block inboard, prevent that lateral adjustments screw rod (6) and vertical adjusting screw(rod) (7) from taking place loosening in loading procedure.
9. a kind of structural test load locating device according to claim 8 is characterized in that: said lateral adjustments screw rod (6) and vertically adjusting screw(rod) (7) all adopt full thread, and the screw rod end is all at base plate (2) beyond the edge; Said lateral adjustments screw rod (6) quantity is two, and vertically adjusting screw(rod) (7) quantity is no less than two.
10. according to each described a kind of structural test load locating device of claim 1-9, it is characterized in that: said base plate (2) upper surface indicates and is used for pinpoint rule.
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Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103018099A (en) * 2012-12-31 2013-04-03 合肥工业大学 Simple and controllable confining pressure equipment for material test piece
CN103821165A (en) * 2014-02-20 2014-05-28 长春工程学院 Adjustable combined anchor beam structure
CN104236530A (en) * 2014-09-10 2014-12-24 苏州市职业大学 Center aligning device
CN105043858A (en) * 2015-08-18 2015-11-11 无锡东仪制造科技有限公司 Universal test machine jaw
CN105091302A (en) * 2015-08-27 2015-11-25 成都众孚理想科技有限公司 Adjustable mounting base of intelligent air conditioning condenser of intelligent home system
CN105424468A (en) * 2015-12-24 2016-03-23 山东省建筑科学研究院 Fixing device for preventing sliding displacement of test sample pedestal
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CN106483010A (en) * 2016-09-12 2017-03-08 同济大学 Bearing for beam-columns experimental provision
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100888385B1 (en) * 2007-01-04 2009-03-13 고려대학교 산학협력단 Concrete biaxial tensile strength test method
CN201477015U (en) * 2009-07-24 2010-05-19 河海大学 A reciprocating bending and pulling test device for four-graded concrete specimens
CN101979990A (en) * 2010-10-15 2011-02-23 中国建筑材料科学研究总院 Self-positioning detachable concrete durability test stress loading device
CN201965054U (en) * 2011-03-22 2011-09-07 扬州大学 Novel vertical loading device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100888385B1 (en) * 2007-01-04 2009-03-13 고려대학교 산학협력단 Concrete biaxial tensile strength test method
CN201477015U (en) * 2009-07-24 2010-05-19 河海大学 A reciprocating bending and pulling test device for four-graded concrete specimens
CN101979990A (en) * 2010-10-15 2011-02-23 中国建筑材料科学研究总院 Self-positioning detachable concrete durability test stress loading device
CN201965054U (en) * 2011-03-22 2011-09-07 扬州大学 Novel vertical loading device

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