CN105225592A - A kind of collapse rock-fall model test apparatus - Google Patents
A kind of collapse rock-fall model test apparatus Download PDFInfo
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Abstract
本发明公开了一种崩塌落石模型试验装置,由全角度旋转斜面(1)和可调节全角度旋转斜面(1)的坡角、坡高和坡型的辅助支撑机构组成;全角度旋转斜面(1)由前板(10)和后板(11)通过合页连接器(12)铰接构成;所述辅助支撑机构包括:小底板(4)和设置于小底板(4)上的支座(3)构成的第一支承、中底板(6)和设置于中底板(6)上的具有弧形滑槽的中立板(5)构成的第二支承、大底板(9)和设置于大底板(9)上的具有弧形滑槽的大立板(8)构成的第三支承;本发明装置可改变坡角、坡型、坡高,可研究不同坡体结构条件对崩塌落石块体运动特性的影响,联合振动台可研究地震条件下崩塌落石的相关特性,试验装置结构简单,安装、拆卸容易,操作性强,具有广阔的推广前景。
The invention discloses a rockfall model test device, which is composed of a full-angle rotating slope (1) and an auxiliary support mechanism that can adjust the slope angle, slope height and slope type of the full-angle rotating slope (1); the full-angle rotating slope ( 1) It consists of a front plate (10) and a rear plate (11) hinged through a hinge connector (12); the auxiliary support mechanism includes: a small base plate (4) and a support ( 3) The second support formed by the first support, the mid-sole plate (6) and the neutral plate (5) with arc-shaped chute arranged on the mid-sole plate (6), the large bottom plate (9) and the (9) The third support formed by the big vertical plate (8) with arc-shaped chute; Influenced by the motion characteristics, the combined shaking table can study the relevant characteristics of landslides and rockfalls under earthquake conditions. The test device has a simple structure, easy installation and disassembly, and strong operability, which has broad prospects for promotion.
Description
技术领域technical field
本发明涉及地质灾害模型试验装置领域,尤其涉及一种崩塌落石的模型试验装置。The invention relates to the field of geological disaster model test devices, in particular to a model test device for landslides.
背景技术Background technique
崩塌落石是山区常见的地质灾害之一,它发生频率高,突发性强,随机性大,运动形式多样,轨迹复杂,防治难度大,经常给影响区内的建筑物带来极大破坏,危及落石影响区域内人民生命财产安全,是山区重点防范的地质灾害类型。研究崩塌落石的启动机制、运动特性是进行崩塌落石有效防治的前提和基础。目前,崩塌落石研究方法主要包括理论分析、数值模拟、现场试验和模型试验。其中,理论分析要么只是在运动学的基础上通过一些假定后进行理论推导,要么对落石运动特性的影响因素,考虑不够全面;数值模拟建立在一定的假设基础之上,是实际模拟的理想化,受到模型参数等诸多方面的限制,正确性有待进一步验证;现场试验受场地所限,试验条件单一,所得结果普适性有限,不适合对参数进行统计研究,并且费时耗力,花费昂贵,安全性较差,独立完成相对困难;模型试验条件下试验条件相对可控,便于设定坡型、坡角、坡高等条件,耗时短,花费少,相对安全,可重复性强,试验结果对实际崩塌落石有较好的适用性,另外模型试验可结合振动台对地震落石的相关特性进行研究,是研究崩塌落石的重要手段。Rockfall is one of the common geological disasters in mountainous areas. It has high frequency, strong suddenness, large randomness, various forms of movement, complex trajectories, and great difficulty in prevention and control. It often brings great damage to buildings in the affected area. It endangers the safety of people's life and property in the area affected by falling rocks, which is the type of geological disaster that should be guarded against in mountainous areas. Studying the initiation mechanism and movement characteristics of landslides is the premise and basis for effective prevention and control of landslides. At present, the research methods of landslides mainly include theoretical analysis, numerical simulation, field test and model test. Among them, the theoretical analysis is either only based on kinematics through some assumptions and theoretical derivation, or the factors affecting the rockfall movement characteristics are not considered comprehensively; the numerical simulation is based on certain assumptions, which is the idealization of the actual simulation , limited by many aspects such as model parameters, the correctness needs to be further verified; the field test is limited by the site, the test conditions are single, the universality of the results is limited, it is not suitable for statistical research on parameters, and it is time-consuming, labor-intensive, and expensive. The safety is poor, and it is relatively difficult to complete independently; the test conditions under the model test conditions are relatively controllable, and it is easy to set conditions such as slope type, slope angle, and slope height. It has good applicability to the actual rockfall. In addition, the model test can be combined with the shaking table to study the relevant characteristics of the rockfall after the earthquake, which is an important means to study the rockfall.
良好的模型试验装置是模型试验顺利开展、试验数据具备高可信度的前提,因此选择正确的模型试验装置是模型试验成功与否的关键因素之一。边坡的坡型、坡高、坡角以及地震是影响崩塌落石运动特性的重要因素,而目前试验装置功能较为单一,坡角不可连续变化、坡型单一不可变、坡高只可有限调整、坡面条件固定单一、地震作用无法考虑,而且试验装置笨重,不易安装及拆卸,操作性较差。A good model test device is the prerequisite for the smooth conduct of the model test and high reliability of the test data. Therefore, choosing the correct model test device is one of the key factors for the success of the model test. The slope type, slope height, slope angle and earthquake are important factors affecting the movement characteristics of landslides. However, the current test device has a single function, the slope angle cannot be continuously changed, the slope type is single and immutable, and the slope height can only be adjusted to a limited extent. The slope conditions are fixed and single, and the seismic action cannot be considered. Moreover, the test device is bulky, difficult to install and disassemble, and has poor operability.
发明内容Contents of the invention
本发明所要解决的技术问题是提供一种崩塌落石模型试验装置,可以有效解决坡角难以连续变化、坡型和坡高单一以及难以准确考虑地震作用等问题,逼近实际情况,提高模型试验水平。The technical problem to be solved by the present invention is to provide a rockfall model test device, which can effectively solve problems such as difficult continuous change of slope angle, single slope type and slope height, and difficulty in accurately considering earthquake action, so as to approach the actual situation and improve the level of model testing.
本发明解决其技术问题所采用的技术方案如下:The technical solution adopted by the present invention to solve its technical problems is as follows:
一种崩塌落石模型试验装置,由全角度旋转斜面1和可调节全角度旋转斜面1的坡角、坡高和坡型的辅助支撑机构组成;全角度旋转斜面1由前板10和后板11通过合页连接器12铰接构成;所述辅助支撑机构包括:小底板4和设置于小底板4上的支座3构成的第一支承、中底板6和设置于中底板6上的具有弧形滑槽的中立板5构成的第二支承、大底板9和设置于大底板9上的具有弧形滑槽的大立板8构成的第三支承;全角度旋转斜面1下方具有两个螺栓槽板(2a和2b),一个螺栓槽板2a通过螺栓与支座3联接,另一螺栓槽板2b通过弧形滑槽与中立板5螺栓联接;设置在后板11下面的长度缓冲槽7通过弧形滑槽与大立板8螺栓联接。A model test device for avalanches and rockfall, consisting of a full-angle rotating slope 1 and an auxiliary support mechanism that can adjust the slope angle, slope height and slope type of the full-angle rotating slope 1; the full-angle rotating slope 1 is composed of a front plate 10 and a rear plate 11 It is hinged by a hinge connector 12; the auxiliary support mechanism includes: the first support formed by the small bottom plate 4 and the support 3 arranged on the small bottom plate 4, the middle bottom plate 6 and the arc-shaped bottom plate arranged on the middle bottom plate 6 The second support formed by the neutral plate 5 of the chute, the third support formed by the large base plate 9 and the large vertical plate 8 with an arc-shaped chute arranged on the large base plate 9; there are two bolt grooves below the full-angle rotating inclined plane 1 Plates (2a and 2b), one bolt channel plate 2a is connected with the support 3 through bolts, and the other bolt channel plate 2b is connected with the neutral plate 5 bolts through an arc-shaped chute; the length buffer groove 7 arranged under the rear plate 11 passes through The curved chute is connected with the large vertical plate with 8 bolts.
所述第一支承、第二支承、第三支承沿全角度旋转斜面1长度方向成对称设置。The first support, the second support and the third support are arranged symmetrically along the length direction of the full-angle rotating slope 1 .
小底板4、中底板6、大底板9上均有螺孔,通过螺栓固定在振动台或其他装置上。There are screw holes on the small base plate 4, the middle base plate 6 and the large base plate 9, which are fixed on the vibrating table or other devices by bolts.
这样,在本发明装置中:全角度旋转斜面1在合页连接器12的作用下是使前后两板可绕合页连接器12中心轴全角度自由转动,进而斜面坡型在平面坡、上凹折线坡、下凹折线坡之间自由切换。Like this, in the device of the present invention: the full-angle rotating bevel 1 is to make the front and rear two plates can rotate freely around the hinge connector 12 central axis full-angle under the effect of the hinge connector 12, and then the slope type of the slope is on the plane slope, Freely switch between concave polyline slope and concave polyline slope.
全角度旋转斜面1的前板10下方安置有螺栓槽板2b,此螺栓槽板2b中心处在前板10和后板11连接处的中点位置处,且只与前板10连接,与后板11不连接,此种方式是保证全角度旋转斜面1在可以绕中立板5上的弧形槽转动的同时前板10和后板11之间也可以转动。Bolt channel plate 2b is arranged under the front plate 10 of full-angle rotating inclined plane 1, and the center of this bolt channel plate 2b is at the midpoint position of the connection between front plate 10 and rear plate 11, and is only connected with front plate 10, and with rear plate 10. The plates 11 are not connected, and this method is to ensure that the full-angle rotating inclined plane 1 can rotate around the arc groove on the neutral plate 5 and also can rotate between the front plate 10 and the rear plate 11.
长度缓冲槽7设置在全角度旋转斜面1的后板11末端,它与中立板5和大立板8的弧形滑槽联合使用,在改变全角度旋转斜面1坡型、坡角、坡高时起长度缓冲作用,长度缓冲槽7的长度由坡型转换时后板11处在中立板5和大立板8之间的长度的最大值和最小值的差决定。The length buffer groove 7 is arranged at the end of the back plate 11 of the full-angle rotating bevel 1, and it is used in conjunction with the arc-shaped chute of the neutral plate 5 and the large vertical plate 8. Play length buffer effect during, the length of length buffer groove 7 is decided by the difference of the maximum value and the minimum value of the length of rear plate 11 between neutral plate 5 and large vertical plate 8 when the slope type conversion.
中立板5的弧形滑槽中心线是以支座3螺孔的中心为圆心的圆弧,其半径为中立板5弧形滑槽中心线至支座3螺孔的中心距离。The center line of the arc chute of neutral plate 5 is the circular arc centered on the center of support 3 screw holes, and its radius is the center distance of 5 arc chute center lines of neutral plate to support 3 screw holes.
设置中立板5弧形滑槽的目的是使全角度旋转斜面1的前板10可以以支座3螺孔的中心为圆心进行转动。螺栓槽板2b与中立板5上滑槽通过螺栓连接,放松螺栓,前板10可绕中立板5弧形滑槽滑动,调节前板10的坡角和坡高,锁紧螺栓,固定全角度旋转斜面1旋转轴于指定位置。The purpose of setting the arc-shaped chute of the neutral plate 5 is to make the front plate 10 of the full-angle rotating inclined plane 1 rotate with the center of the screw hole of the support 3 as the center of circle. The bolt channel plate 2b is connected with the upper chute of the neutral plate 5 by bolts, loosen the bolts, the front plate 10 can slide around the arc-shaped chute of the neutral plate 5, adjust the slope angle and slope height of the front plate 10, lock the bolts, and fix the full angle Rotate the ramp 1 rotation axis to the specified position.
大立板8设置有弧形滑槽,弧形滑槽中心线是以支座3螺孔的中心为圆心的圆弧,其半径为大立板8弧形滑槽中心线至支座3螺孔的中心距离。The large vertical plate 8 is provided with an arc-shaped chute, and the center line of the arc-shaped chute is a circular arc centered on the center of the support 3 screw holes, and its radius is from the center line of the large vertical plate 8 arc-shaped chute to the support 3 screw holes. Hole center distance.
设置大立板8弧形滑槽的目的是使后板11可以以合页连接器12的旋转轴为中心轴进行转动,螺栓杆穿过长度缓冲槽7及滑槽,放松螺栓,后板11绕大立板8弧形滑槽滑动,调节后板11的坡角和坡高,从而改变全角度旋转斜面1的坡型;锁紧螺栓,设置并锁定全角度旋转斜面1的坡高。The purpose of setting the arc-shaped chute of the large vertical plate 8 is to make the rear plate 11 rotate with the rotation axis of the hinge connector 12 as the central axis. The bolt rod passes through the length buffer groove 7 and the chute, and the bolt is loosened. Slide around the arc-shaped chute of the large vertical plate 8, adjust the slope angle and slope height of the rear plate 11, thereby changing the slope type of the full-angle rotating slope 1; lock the bolts, set and lock the slope height of the full-angle rotating slope 1.
两个螺栓槽板(2a和2b)由等边角钢组成,一翼开有圆孔,安置在全角度旋转斜面1的前板10的前后两端,放置螺栓,起联接立板与支座3、前板10的作用。The two bolt groove plates (2a and 2b) are made up of equilateral angle steel, and one wing has a round hole, which is placed on the front and rear ends of the front plate 10 of the full-angle rotating inclined plane 1, and bolts are placed to connect the vertical plate and the support 3, The role of the front panel 10.
本发明的有益效果是:The beneficial effects of the present invention are:
提供了一种可改变坡角、坡型、坡高的崩塌落石模拟装置,可研究不同坡体结构条件对崩塌落石块体运动特性的影响。另外,地震是导致危岩崩塌的主要因素之一,利用模型装置,联合振动台可研究地震条件下崩塌落石的相关特性。本发明的试验装置结构简单,安装、拆卸容易,操作性强,具有广阔的推广前景。A rockfall simulation device capable of changing slope angle, slope type, and slope height is provided, which can study the influence of different slope structure conditions on the movement characteristics of collapsed rock blocks. In addition, earthquakes are one of the main factors leading to the collapse of dangerous rocks. Using model devices and combined with shaking tables, the relevant characteristics of rockfalls under earthquake conditions can be studied. The test device of the invention has the advantages of simple structure, easy installation and disassembly, strong operability, and broad promotion prospect.
附图说明Description of drawings
图1是本发明一种崩塌落石模型试验装置侧视图;Fig. 1 is a side view of a kind of collapse rockfall model test device of the present invention;
图2是全角度旋转斜面;Fig. 2 is a full-angle rotating inclined plane;
图3是螺栓槽板简图;其中,(a)为主视图,(b)为侧视图。Fig. 3 is a simplified diagram of a bolt channel; wherein, (a) is a front view, and (b) is a side view.
图4是长度缓冲槽简图;其中,(a)为主视图,(b)为侧视图。Fig. 4 is a schematic diagram of the length buffer tank; wherein, (a) is a front view, and (b) is a side view.
附图中标记及相应的零部件名称:Marks and corresponding component names in the attached drawings:
1-全角度旋转斜面,2a-螺栓槽板,2b-螺栓槽板,3-支座,4-小底板,5-中立板,6-中底板,7-长度缓冲槽,8-大立板,9-大底板,10-前板,11-后板,12a和12b-合页连接器。1-full-angle rotating slope, 2a-bolt groove plate, 2b-bolt groove plate, 3-support, 4-small bottom plate, 5-neutral plate, 6-middle bottom plate, 7-length buffer groove, 8-large vertical plate , 9-large bottom plate, 10-front plate, 11-rear plate, 12a and 12b-hinge connector.
具体实施方式detailed description
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
参照图1、图2、图3和图4,本发明一种崩塌落石模型试验装置构件包括全角度旋转斜面1、小底板4、中底板6、大底板9、设置于小底板4上的支座3、设置于中底板6上的中立板5、设置于大底板9上的大立板8,设置于全角度旋转斜面1下方的螺栓槽板(2a和2b)和长度缓冲槽7。其中全角度旋转斜面1包括前板10、后板11和合页连接器12,合页连接器12具有12a和12b两个元件。支座3、中立板5、大立板8分别与小底板4、中底板6、大底板9连接在一起,全角度旋转斜面1的前板10、转轴左侧以及后板11分别安置有螺栓槽板2a、螺栓槽板2b和长度缓冲槽7,支座3通过螺栓槽板2a由螺栓与前板10连接在一起,中立板5通过螺栓槽板2b由螺栓与全角度旋转斜面1连接在一起,大立板8通过长度缓冲槽7由螺栓与全角度旋转斜面1后板11连接在一起,小底板4、中底板6、大底板9上均有螺孔,通过螺栓将装置固定在振动台或其他装置上。Referring to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, a kind of avalanche rockfall model test device component of the present invention comprises full-angle rotating inclined plane 1, small bottom plate 4, middle bottom plate 6, large bottom plate 9, and the support set on small bottom plate 4 Seat 3, the neutral plate 5 arranged on the middle bottom plate 6, the large vertical plate 8 arranged on the large bottom plate 9, the bolt groove plates (2a and 2b) and the length buffer groove 7 arranged below the full-angle rotating slope 1. The full-angle rotating slope 1 includes a front panel 10, a rear panel 11 and a hinge connector 12, and the hinge connector 12 has two components 12a and 12b. The support 3, the neutral plate 5, and the large vertical plate 8 are respectively connected with the small base plate 4, the middle base plate 6, and the large base plate 9, and the front plate 10, the left side of the rotating shaft, and the rear plate 11 of the full-angle rotating inclined plane 1 are respectively equipped with bolts The groove plate 2a, the bolt groove plate 2b and the length buffer groove 7, the bearing 3 is connected together with the front plate 10 by bolts through the bolt groove plate 2a, the neutral plate 5 is connected with the full-angle rotating slope 1 by bolts through the bolt groove plate 2b Together, the large vertical plate 8 is connected with the rear plate 11 of the full-angle rotating inclined plane 1 by bolts through the length buffer groove 7, and the small base plate 4, the middle base plate 6, and the large base plate 9 all have screw holes, and the device is fixed on the vibration by bolts. table or other device.
所述全角度旋转斜面1由前板10和后板11通过合页连接器12连接组成,合页连接器12的作用是使前板10和后板11可绕合页连接器12中心轴全角度自由转动,进而斜面坡型在平面坡、上凹折线坡、下凹折线坡之间自由转换。全角度旋转斜面1的前板10与支座3通过螺栓槽板2a上螺栓相连;转轴左侧前板10下方安装有螺栓槽板2b,此螺栓槽板2b中心处在前板10和后板11连接处的中点位置处,且只与前板10连接,与后板11不连接,此种方式连接是保证全角度旋转斜面1在可以绕中立板5上的弧形槽转动的同时,前板10和后板11之间也可以转动;后板11一侧下方也安装有长度缓冲槽7,螺栓穿过长度缓冲槽7和大立板8上的弧形槽把后板11与大立板8连接。The full-angle rotating slope 1 is formed by connecting the front plate 10 and the rear plate 11 through the hinge connector 12. The angle can be rotated freely, and then the slope type can be freely converted between flat slope, upward concave broken line slope and downward concave broken line slope. The front plate 10 of the full-angle rotating inclined plane 1 is connected with the support 3 through the bolt on the bolt channel plate 2a; the bolt channel plate 2b is installed under the front plate 10 on the left side of the rotating shaft, and the center of the bolt channel plate 2b is located between the front plate 10 and the rear plate 11 is at the midpoint of the connection, and is only connected to the front plate 10, not to the rear plate 11. This connection is to ensure that the full-angle rotating inclined plane 1 can rotate around the arc groove on the neutral plate 5, Also can rotate between front plate 10 and back plate 11; Back plate 11 one side below also is equipped with length buffer groove 7, and bolt passes through the arc groove on length buffer groove 7 and big vertical plate 8 to connect back plate 11 with big vertical plate. Riser 8 is connected.
支座3有由三角支架和螺母的组合结构,其上安置有螺母,螺栓穿过支座3上的螺母和前板10下方的螺栓槽板2a将前板10与支座3连接在一起,松动螺栓,全角度旋转斜面1以螺栓为转轴进行转动,以便对全角度旋转斜面1坡面倾斜角度进行调整,锁紧螺栓,全角度旋转斜面1的前板10被固定,前板10不可平动和转动。The support 3 has a combined structure consisting of a triangular bracket and a nut, on which a nut is placed, and the bolt passes through the nut on the support 3 and the bolt groove plate 2a below the front plate 10 to connect the front plate 10 and the support 3 together. Loosen the bolts, rotate the full-angle rotating slope 1 with the bolts as the rotating shaft, so as to adjust the inclination angle of the slope of the full-angle rotating slope 1, lock the bolts, and the front plate 10 of the full-angle rotating slope 1 is fixed, and the front plate 10 cannot be leveled. move and turn.
所述中立板5设置有弧形滑槽,弧形滑槽中心线是以支座3螺孔的中心为圆心的圆弧,其半径为中立板5弧形滑槽中心线至支座3螺孔的中心距离,设置中立板5弧形滑槽的目的是使全角度旋转斜面1的前板10可以以支座螺孔的中心为圆心进行转动,螺栓杆穿过螺栓槽板2b及滑槽,放松螺栓,全角度旋转斜面1的前板10绕中立板5弧形滑槽滑动,调节前板10的坡角和坡高;锁紧螺栓,固定全角度旋转斜面1旋转轴于指定位置。Described neutral plate 5 is provided with arc-shaped chute, and the arc-shaped chute centerline is the circular arc centered on the center of support 3 screw holes, and its radius is 5 arc-shaped chute centerlines of neutral plate to support 3 screw holes. The center distance of the hole, the purpose of setting the arc-shaped chute of the neutral plate 5 is to make the front plate 10 of the full-angle rotating inclined plane 1 rotate with the center of the screw hole of the support as the center of the circle, and the bolt rod passes through the bolt groove plate 2b and the chute , Loosen the bolts, the front plate 10 of the full-angle rotating inclined plane 1 slides around the arc-shaped chute of the neutral plate 5, and adjust the slope angle and height of the front plate 10; lock the bolts, and fix the rotating shaft of the full-angle rotating inclined plane 1 at a designated position.
大立板8设置有弧形滑槽,弧形滑槽中心线是以支座3螺孔的中心为圆心的圆弧,其半径为大立板8弧形滑槽中心线至支座3螺孔的中心距离,设置大立板8弧形滑槽的目的是使全角度旋转斜面1的后板11可以合页连接器12的轴心为旋转轴进行转动。螺栓杆穿过长度缓冲槽7及滑槽,放松螺栓,全角度旋转斜面1的后板11绕大立板8弧形滑槽滑动,调节后板11的坡角和坡高,从而改变全角度旋转斜面1的坡型;锁紧螺栓,设置全角度旋转斜面1的坡高。The large vertical plate 8 is provided with an arc-shaped chute, and the center line of the arc-shaped chute is a circular arc centered on the center of the support 3 screw holes, and its radius is from the center line of the large vertical plate 8 arc-shaped chute to the support 3 screw holes. The center distance of the holes, the purpose of setting the large vertical plate 8 arc-shaped chute is to make the rear plate 11 of the full-angle rotating inclined plane 1 can rotate with the axis of the hinge connector 12 as the axis of rotation. The bolt rod passes through the length buffer groove 7 and the chute, the bolt is loosened, and the rear plate 11 of the inclined plane 1 rotates around the arc chute of the large vertical plate 8 at a full angle to adjust the slope angle and slope height of the rear plate 11, thereby changing the full angle The slope type of the rotating slope 1; lock the bolts to set the slope height of the rotating slope 1 at all angles.
长度缓冲槽7由等边角钢制作,一翼有槽,长度缓冲槽7设置在全角度旋转斜面1的后板11末端,它与中立板5和大立板8的弧形滑槽联合使用,在改变全角度旋转斜面1坡型、坡角、坡高时起长度缓冲作用。长度缓冲槽7的长度由坡型转换时后板11处在中立板5和大立板8之间的长度的最大值和最小值的差决定。Length buffer groove 7 is made by equilateral angle steel, and one wing has groove, and length buffer groove 7 is arranged on the rear plate 11 end of full-angle rotating inclined plane 1, and it is used in conjunction with the arc chute of neutral plate 5 and large vertical plate 8, in When changing the slope type, slope angle and slope height of the full-angle rotating slope 1, it acts as a length buffer. The length of the length buffer groove 7 is determined by the difference between the maximum value and the minimum value of the length of the back plate 11 between the neutral plate 5 and the large vertical plate 8 when the slope type is converted.
小底板4、中底板6、大底板9由钢板组成,其上有螺栓孔,螺栓孔个数视振动台螺栓孔间距定。Small base plate 4, middle base plate 6, large base plate 9 are made up of steel plates, and bolt holes are arranged on it, and the number of bolt holes depends on the pitch of the vibration table bolt holes.
所述螺栓槽板(2a和2b)有等边角钢组成,一翼开有圆孔,安装在全角度旋转斜面1的前板10的前后两端,放置螺栓,起连接立板与支座3、前板10的作用。Described bolt channel plate (2a and 2b) is made up of equilateral angle steel, and one wing has circular hole, is installed on the front and back two ends of the front plate 10 of full-angle rotating inclined plane 1, places bolt, connects vertical plate and bearing 3, The role of the front panel 10.
需要指出的是,上面所述只是用图解说明本发明一种崩塌落石模拟试验装置的一些原理,由于对相同技术领域的普通技术人员来说是很容易在此基础上进行若干修改和改动的。因此,本说明书并非是要将本发明局限在所示和所述的具体结构和适用范围内,故凡是所有可能被利用的相应修改以及等同物,均属于本发明所申请的专利范围。It should be pointed out that the above description is only to illustrate some principles of a rockfall simulation test device of the present invention, since it is easy for those of ordinary skill in the same technical field to make some modifications and changes on this basis. Therefore, this description is not intended to limit the present invention to the specific structure and scope of application shown and described, so all corresponding modifications and equivalents that may be used belong to the patent scope of the present invention.
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CN115629187B (en) * | 2022-11-10 | 2024-02-23 | 山东大学 | Slope simulation test system and method with adjustable rainfall parameters and variable angles |
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