CN103033607A - Manual rack type dead-weight loading device for landslide physical model test - Google Patents
Manual rack type dead-weight loading device for landslide physical model test Download PDFInfo
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Abstract
一种滑坡物理模型试验手动齿条式自重加载装置,包括底板、滑动面调节机构和推力加载机构;滑动面调节机构位于底板上,滑动面调节机构包括滑动面板、两组相互啮合的齿条和齿轮、两根传动轴、两组相互啮合的蜗轮和蜗杆、两个摇柄以及导向座,导向座固定于底板上,导向座的前部和后部分别设有竖向的导向槽,一组齿条位于导向座前部的导向槽内,另一组齿条位于导向座后部的导向槽内,每组齿轮与一个蜗轮通过传动轴设置在导向座上,每一蜗杆分别与一个摇柄连接,滑动面板的前端与导向座前部的一组齿条顶部铰接、后端支设在导向座后部的一组齿条上;推力加载机构包括加载平台,加载平台的底面与滑动面板的顶面滑动配合、可沿滑动面板前后滑动。
A manual rack-type self-weight loading device for physical model tests of landslides, including a bottom plate, a sliding surface adjustment mechanism and a thrust loading mechanism; Gears, two transmission shafts, two sets of meshing worm gears and worms, two crank handles and guide seats, the guide seats are fixed on the bottom plate, and the front and rear parts of the guide seats are respectively provided with vertical guide grooves. The rack is located in the guide groove at the front of the guide seat, and the other set of racks is located in the guide groove at the rear of the guide seat. Each set of gears and a worm wheel are set on the guide seat through the transmission shaft, and each worm is respectively connected to a rocker. The front end of the sliding panel is hinged to the top of a set of racks at the front of the guide seat, and the rear end is supported on a set of racks at the rear of the guide seat; the thrust loading mechanism includes a loading platform, the bottom surface of the loading platform is connected to the bottom of the sliding panel. The top surface is a slip fit that slides back and forth along the slide panel.
Description
技术领域 technical field
本发明属于地质灾害模型试验领域,具体地指一种滑坡物理模型试验手动齿条式自重加载装置。 The invention belongs to the field of geological disaster model tests, in particular to a manual rack-type self-weight loading device for physical model tests of landslides.
背景技术 Background technique
滑坡物理模型试验属于地质力学模型试验的范畴,其理论起源于20世纪初期建立的结构模型试验,目前已逐渐发展并延伸出了滑坡现场模型试验、滑坡底摩擦模型试验、滑坡框架式模型试验、滑坡离心模型试验和滑坡综合模型试验等诸多研究方向。其中,滑坡框架式模型试验是指在通常的重力场内,通过在框架模型槽内采用满足相似判据的相似材料制作模型,在模型满足主要边界条件相似的情况下测量其变形和各力学特性参数。该试验既能直观地观察到滑体在滑动过程中的运动特征,也能定量地获得滑坡的应力、应变、位移等参数,可从定性和定量的角度阐明滑坡孕育和演化的机制。 The landslide physical model test belongs to the category of geomechanics model test. Its theory originated from the structural model test established in the early 20th century. At present, it has gradually developed and extended to landslide field model test, landslide bottom friction model test, landslide frame model test, There are many research directions such as landslide centrifugal model test and landslide comprehensive model test. Among them, the landslide frame model test means that in the usual gravity field, the model is made by using similar materials that meet the similarity criterion in the frame model groove, and the deformation and various mechanical properties of the model are measured under the condition that the main boundary conditions of the model are similar. parameter. This test can not only visually observe the movement characteristics of the landslide during the sliding process, but also quantitatively obtain the stress, strain, displacement and other parameters of the landslide, which can clarify the mechanism of landslide formation and evolution from qualitative and quantitative perspectives.
在滑坡框架式模型试验条件下,滑坡物理模型一般是在外力作用条件下发生变形或破坏。外力作用的主要方式有:机械震动或爆破形式模拟的地震波;改变框架内部水位高度模拟库水位波动造成的渗流作用;降雨模拟器模拟降雨条件下的渗流作用;人工堆载的方式在滑坡物理模型后缘提供滑坡推力;在滑坡后缘布置钢板,并在液压千斤顶或MTS液压伺服推力装置作用下施加滑坡推力等。 Under the condition of landslide frame model test, the landslide physical model is generally deformed or destroyed under the condition of external force. The main ways of external force are: mechanical vibration or seismic waves simulated by blasting; changing the water level inside the frame to simulate the seepage caused by the fluctuation of the reservoir water level; the rainfall simulator simulates the seepage under rainfall conditions; The trailing edge provides landslide thrust; steel plates are arranged at the trailing edge of the landslide, and the landslide thrust is applied under the action of hydraulic jacks or MTS hydraulic servo thrust devices.
其中,对于滑坡物理模型后缘施加推力的方式还存在如下局限或缺陷: Among them, there are still the following limitations or defects in the way of applying thrust to the trailing edge of the landslide physical model:
(1)现有滑坡物理模型后缘的推力加载与控制系统往往结构复杂、操作繁琐,难以满足快速、稳定、持续的滑坡后缘推力加载要求; (1) The thrust loading and control system of the trailing edge of the existing landslide physical model is often complex in structure and cumbersome in operation, and it is difficult to meet the requirements of fast, stable and continuous thrust loading on the trailing edge of the landslide;
(2)现有采用人工堆载的方式虽然可以在滑坡后缘施加稳定的作用力,但对滑坡推力的大小及方向难以精确控制,所施加外力的边界条件与实际情况不符。 (2) Although the existing artificial stacking method can exert a stable force on the trailing edge of the landslide, it is difficult to accurately control the magnitude and direction of the landslide thrust, and the boundary conditions of the applied external force do not match the actual situation.
发明内容 Contents of the invention
本发明所要解决的技术问题就是提供一种滑坡物理模型试验手动齿条式自重加载装置,能够方便、快速地调节滑坡物理模型后缘推力加载的大小和方向,使施加的推力与滑坡实际边界条件相符合,且通过标定重物的自重实现加载,加载力稳定持久。 The technical problem to be solved by the present invention is to provide a manual rack-type self-weight loading device for landslide physical model tests, which can easily and quickly adjust the size and direction of thrust loading on the trailing edge of the landslide physical model, so that the applied thrust is consistent with the actual boundary conditions of the landslide. Compatible, and the loading is achieved by the self-weight of the calibrated weight, and the loading force is stable and durable.
为解决上述技术问题,本发明提供的一种滑坡物理模型试验手动齿条式自重加载装置,包括底板、滑动面调节机构和推力加载机构;所述滑动面调节机构位于底板上,滑动面调节机构包括滑动面板、两组相互啮合的齿条和齿轮、两根传动轴、两组相互啮合的蜗轮和蜗杆、两个摇柄以及导向座,所述导向座固定于底板上,导向座的前部和后部分别设有竖向的导向槽,一组齿条位于导向座前部的导向槽内,另一组齿条位于导向座后部的导向槽内,每组齿轮与一个蜗轮通过传动轴设置在导向座上,每一蜗杆分别与一个摇柄连接,用于在摇柄的带动下转动,所述滑动面板的前端与导向座前部的一组齿条顶部铰接、后端支设在导向座后部的一组齿条上;所述推力加载机构包括用于承载重物的加载平台,加载平台的底面与滑动面板的顶面滑动配合、可沿滑动面板前后滑动。 In order to solve the above-mentioned technical problems, a kind of landslide physical model test manual rack type self-weight loading device provided by the present invention includes a base plate, a sliding surface adjustment mechanism and a thrust loading mechanism; the sliding surface adjustment mechanism is located on the bottom plate, and the sliding surface adjustment mechanism It includes a sliding panel, two sets of intermeshing racks and gears, two transmission shafts, two sets of intermeshing worm gears and worms, two crank handles and a guide seat, which is fixed on the base plate, and the front part of the guide seat There are vertical guide grooves at the front and rear of the guide seat respectively. One set of racks is located in the guide groove at the front of the guide seat, and the other set of racks is located in the guide groove at the rear of the guide seat. Each set of gears and a worm wheel pass through the drive shaft. Set on the guide seat, each worm is respectively connected with a rocker, used to rotate under the drive of the rocker, the front end of the sliding panel is hinged with the top of a group of racks at the front of the guide seat, and the rear end is supported on the On a group of racks at the rear of the guide seat; the thrust loading mechanism includes a loading platform for carrying heavy objects, the bottom surface of the loading platform is slidingly matched with the top surface of the sliding panel, and can slide back and forth along the sliding panel.
上述技术方案中,所述加载平台的底面为光滑面,所述滑动面板的顶面两侧设有边棱,用于加载平台的导向,两个边棱分别设有一列孔且孔两两相对,相对的两孔内设置有滑杆,加载平台的底面与滑动面板的顶面通过所述滑杆滑动配合。 In the above technical solution, the bottom surface of the loading platform is a smooth surface, edges are provided on both sides of the top surface of the sliding panel for guiding the loading platform, and the two edges are respectively provided with a row of holes and the holes are opposite to each other , slide bars are arranged in the two opposite holes, and the bottom surface of the loading platform and the top surface of the sliding panel slide and fit through the slide bars.
上述技术方案中,所述加载平台的后端设有插锁,用于加载平台与滑动面板的临时固定。 In the above technical solution, the rear end of the loading platform is provided with a plug lock for temporary fixing of the loading platform and the sliding panel.
上述技术方案中,所述滑动面板的底面开有滑槽,所述导向座后部导向槽内的一组齿条顶端设有滑动连接块,滑动连接块位于滑槽内,用于滑动连接块的导向。 In the above technical solution, the bottom surface of the sliding panel is provided with a chute, the top of a set of racks in the guide groove at the rear of the guide seat is provided with a sliding connection block, and the sliding connection block is located in the chute for sliding connection block guide.
上述技术方案中,所述相互啮合的蜗轮和蜗杆满足自锁条件。 In the above technical solution, the intermeshing worm gear and worm satisfy the self-locking condition.
上述技术方案中,每组相互啮合的齿条和齿轮包括两根齿条及相应的两个齿轮。 In the above technical solution, each set of intermeshing racks and gears includes two racks and corresponding two gears.
上述技术方案中,所述齿条和齿轮、蜗轮和蜗杆满足传动比关系:蜗杆转动一周,依次带动蜗轮、齿轮转动,齿条平移一个齿的距离。 In the above technical solution, the rack and the gear, and the worm and the worm meet the transmission ratio relationship: the worm rotates once, which in turn drives the worm and the gear to rotate, and the rack translates a distance of one tooth.
上述技术方案中,所述底板下方设有若干行走轮。 In the above technical solution, several traveling wheels are arranged under the bottom plate.
与现有技术相比,本发明的有益效果在于: Compared with prior art, the beneficial effect of the present invention is:
(1)该加载装置可应用于滑坡框架式模型试验,通过后缘自重式可控加载模拟滑坡内部推力,实现滑坡非完整地质力学模型的研究,极大的减少了完整地质力学模型的制作强度; (1) The loading device can be applied to the landslide frame model test, and the internal thrust of the landslide can be simulated by the self-weight controllable loading of the trailing edge, so as to realize the research of the incomplete geomechanics model of the landslide, which greatly reduces the production intensity of the complete geomechanics model ;
(2)该加载装置完全由手动调节实现,结构简单,易于操作,成本低廉; (2) The loading device is completely realized by manual adjustment, with simple structure, easy operation and low cost;
(3)该加载装置通过两组齿条实现了加载高度和加载角度的连续、精确、持续控制,使得施加的推力与实际边界条件符合良好; (3) The loading device realizes continuous, precise and continuous control of the loading height and loading angle through two sets of racks, so that the applied thrust is in good agreement with the actual boundary conditions;
(4)该加载装置适用于不同高度的滑坡物理模型推力加载,针对不同滑面高度的滑坡模型无需逐一制作不同高度的加载装置; (4) The loading device is suitable for thrust loading of landslide physical models of different heights, and there is no need to make loading devices of different heights one by one for landslide models of different sliding surface heights;
(5)该加载装置适用于不同滑面角度的滑坡物理模型,无需逐一制作不同角度的加载装置; (5) The loading device is suitable for landslide physical models with different sliding surface angles, and there is no need to make loading devices with different angles one by one;
(6)该加载装置中加载平台的底面与滑动面板上的滑杆滑动配合使用,极大的减小了加载平台下滑过程中的摩擦阻力作用,有效地将自重荷载转换成推力; (6) The bottom surface of the loading platform in the loading device is used in conjunction with the slide bar on the sliding panel, which greatly reduces the frictional resistance during the sliding process of the loading platform, and effectively converts the self-weight load into thrust;
(7)该加载装置中加载平台的后端设有插锁,便捷地实现了加载平台与滑动面板的临时固定; (7) The rear end of the loading platform in the loading device is equipped with a mortise lock, which conveniently realizes the temporary fixing of the loading platform and the sliding panel;
(8)该加载装置作为一个独立体系,与滑坡物理模型框架分离,耐用性好、可重复使用; (8) As an independent system, the loading device is separated from the frame of the landslide physical model, has good durability and can be used repeatedly;
(9)由于该装置构件强度高、刚度大,构件偶尔出现破坏的可能性非常小,即便出现破损,也易于修理或更换; (9) Due to the high strength and high rigidity of the components of the device, the possibility of occasional damage to the components is very small, and even if they are damaged, they are easy to repair or replace;
(10)底板下方行走轮的设置,便于整个装置的移动及运输; (10) The setting of the walking wheels under the bottom plate is convenient for the movement and transportation of the whole device;
(11)该自重加载装置可广泛运用于包括岩土质滑坡、边坡等类型的地质力学模型试验中推力的加载,应用前景广阔,经济效益显著。 (11) The self-weight loading device can be widely used for thrust loading in geomechanical model tests including geotechnical landslides and slopes, and has broad application prospects and remarkable economic benefits.
附图说明 Description of drawings
图1为本发明一个实施例的立体结构示意图。 Fig. 1 is a schematic perspective view of an embodiment of the present invention.
图2为图1装置的主视图。 Fig. 2 is a front view of the device of Fig. 1 .
图3为图1装置的后视图。 Figure 3 is a rear view of the device of Figure 1 .
图4为图1装置的右视图。 Figure 4 is a right side view of the device of Figure 1 .
图5为图1装置旋转后的俯视图。 Fig. 5 is a top view of the device in Fig. 1 after rotation.
图6为图1装置应用于滑坡框架式模型试验时的使用状态示意图。 Fig. 6 is a schematic diagram of the use state of the device in Fig. 1 when it is applied to a landslide frame model test.
图中:1—插锁,2—加载平台,3—滑动面板,4—滑杆,5—齿条,6—齿轮,7—蜗轮,8—传动轴,9—端面轴承端盖,10—蜗杆,11—侧面轴承端盖,12—导向座,13—摇柄,14—底板,15—行走轮,16—固定连接块,17—试验框架,18—滑床,19—滑体,20—滑带,21—滑动连接块。 In the figure: 1—mortise lock, 2—loading platform, 3—sliding panel, 4—sliding rod, 5—rack, 6—gear, 7—worm gear, 8—transmission shaft, 9—end bearing cover, 10— Worm, 11—side bearing cover, 12—guiding seat, 13—rocking handle, 14—bottom plate, 15—traveling wheel, 16—fixed connection block, 17—test frame, 18—sliding bed, 19—sliding body, 20 —sliding belt, 21—sliding connection block.
具体实施方式 Detailed ways
以下结合附图对本发明的具体实施例作进一步的详细描述。 Specific embodiments of the present invention will be described in further detail below in conjunction with the accompanying drawings.
如图1至图5所示,本发明的一种滑坡物理模型试验手动齿条式自重加载装置,包括底板14、滑动面调节机构和推力加载机构,具体来说。
As shown in Figures 1 to 5, a manual rack-type self-weight loading device for a landslide physical model test of the present invention includes a
底板14下方设有若干行走轮15,以便整个装置的移动。
滑动面调节机构位于底板14上,本实施例的滑动面调节机构包括滑动面板3、两组相互啮合的齿条5和齿轮6、两根传动轴8、两组相互啮合的蜗轮7和蜗杆10、两个摇柄13以及导向座12。导向座12固定于底板14上,导向座12的前部和后部分别设有两个竖向的导向槽,一组齿条5位于导向座12前部的导向槽内,另一组齿条5位于导向座12后部的导向槽内,每组齿条5为两根,齿条5可沿导向槽升降运动。每组齿轮6和一个蜗轮7共同固定在一根传动轴8上,传动轴8则通过轴承支设在导向座12上、可绕其轴线转动。每一蜗杆10分别与一个摇柄13固定连接,可在摇柄13的带动下转动。滑动面板3的前端与导向座12前部的一组齿条5顶部通过固定连接块16铰接,滑动面板3的后端底面开有滑槽,导向座12后部导向槽内的两根齿条5顶端设有滑动连接块21,滑动连接块21位于滑槽内,用于滑动连接块21的导向。滑动面板3的高度通过两组齿条5的升降高度调节,滑动面板3的倾角则通过两组齿条5的相对升降高度确定。每组齿条5的升降控制依次通过摇柄13、蜗杆10、蜗轮7、传动轴8和齿轮6联动实现。为确保滑动面板3的便捷固定,每组相互啮合的蜗轮7和蜗杆10满足自锁条件,具备自锁功能。为便于操作和计算滑动面板3的倾角,本实施例中齿条5和齿轮6、蜗轮7和蜗杆10满足这样的传动比关系:即蜗杆10转动一周,依次带动蜗轮7、齿轮6转动,齿条5平移一个齿的距离。这样,根据前部和后部齿条的齿数差得到的高度差以及前部和后部齿条的水平间距可换算出滑动面板3的倾角;反过来,当确定了滑动面板3的设置倾角后,也便于计算出摇柄13所需转数。这里,摇柄13转数的读取可以人工读取,也可以通过设置简单记录装置获取,例如跳绳计数器等。
The sliding surface adjustment mechanism is located on the
本实施例的推力加载机构包括用于承载重物的加载平台2,加载平台2底面的倾角应与滑坡模型的滑带20倾角相同。加载平台2的底面为平整光滑面,上述滑动面板3的顶面两侧设有边棱,起导向作用,两个边棱分别设有一列孔且孔两两相对,相对的两孔内设置有滑杆4,加载平台2的底面与滑动面板3的顶面通过这些滑杆4滑动配合。加载平台2的顶面呈水平面或者凹状,用于承载经标定重量后的物体,使之在自重条件下随加载平台2一起沿滑动面板3下滑,通过加载平台2前面板作用在滑坡模型上,并以上覆堆载的重力沿着滑动面板3水平方向的分量提供相应的水平荷载。在加载平台2的后端还设有插锁1,用于装置使用前加载平台2与滑动面板3的临时固定。
The thrust loading mechanism of this embodiment includes a
如图6所示,将本发明应用于滑坡框架式模型试验的大致过程为: As shown in Figure 6, the general process that the present invention is applied to landslide frame type model test is:
一、前期准备 1. Preliminary preparation
1、针对研究需求,依据相似原理,拟定概化后的滑坡相似模型;以相似材料试验结果为标准,分别配制滑床18、滑带20、滑体19相似材料。根据拟定的滑坡相似模型空间形态采用配制均匀、含水率恒定的相似材料制作滑坡模型;
1. According to the research needs, according to the principle of similarity, a generalized landslide similar model is drawn up; with the test results of similar materials as the standard, similar materials for the sliding
2、测量滑坡模型后缘滑带20的倾角,制作对应的加载平台2;
2. Measure the inclination angle of the sliding
二、装置的调节与固定 2. Adjustment and fixation of the device
3、将本发明的加载装置推至指定位置,并正对滑坡后缘,将加载装置底板14下方的行走轮15锁死固定;
3. Push the loading device of the present invention to a designated position, and face the trailing edge of the landslide, and lock and fix the traveling
4、通过转动前部摇柄13,使前部齿条5上升,此时滑动面板3前端与滑坡模型后缘滑带20高度一致,滑动面板3前端高度因蜗轮7与蜗杆10自锁而临时固定;
4. By turning the
5、转动后部摇柄13,后部齿条5上升,直至与前部齿条5高度一致;
5. Turn the rear crank
6、继续转动后部摇柄13,并记录转动次数(齿条5上升齿数),使后部齿条5上升。当滑动面板3所形成的倾角与滑坡后缘滑带20倾角一致时停止转动。滑动面板3后端高度因蜗轮7与蜗杆10自锁而临时固定;
6. Continue to rotate the
三、推力加载 3. Thrust loading
7、标定加载平台2重量,并根据推力加载需要,称量所需要的重物;
7. Calibrate the weight of the
8、安装加载平台2;
8. Install the
9、 打开加载平台2后部的插锁1,手扶加载平台2使其缓慢下滑直至与滑坡后缘接触后,松开双手;
9. Open the
10、在加载平台2上,竖直、缓慢放置标定好的重物,直至滑坡变形或破坏。需要注意的是,为避免加载过程中滑体19从加载平台2上部挤出,加载平台2的顶面应当不低于滑体19顶面高度,相应的,在制作加载平台2时,可适当提高其竖直加载面的高度;
10. On the
四、试验结束 4. The end of the test
11、先卸除加载平台2上堆载的重物,然后将加载平台2卸除;
11. First unload the heavy objects on the
12、反转摇柄13使滑动面板3下降;
12. Reverse the
13、松开底板14下方行走轮15的制动,将本推力加载装置移动至指定地点。
13. Loosen the brake of the traveling
本发明的核心在于滑动面调节机构的设置,使得采用自重加载的推力大小和方向连续、精确可调,并使施加的推力与滑坡实际边界条件相符合,且加载力稳定。所以其保护范围并不限于上述实施例。显然,本领域的技术人员可以对本发明进行各种改动和变形而不脱离本发明的范围和精神,例如:加载平台2和滑动面板3之间的滑动配合方式不限于实施例中的平整光滑面和滑杆4的结构,只要便于二者的相对前后滑动即可;滑动面板3的倾角通过齿数差换算获得,齿数差直接通过记录摇柄13转数的读数获取,而摇柄13转动引起齿条5上升的运动过程需满足的传动比关系可以根据需要进行不同取值等。倘若这些改动和变形属于本发明权利要求及其等同技术的范围内,则本发明也意图包含这些改动和变形在内。
The core of the invention lies in the setting of the sliding surface adjustment mechanism, so that the magnitude and direction of the thrust force loaded by self-weight can be continuously and accurately adjusted, and the applied thrust conforms to the actual boundary conditions of the landslide, and the loading force is stable. Therefore, its protection scope is not limited to the above-mentioned embodiments. Obviously, those skilled in the art can make various changes and deformations to the present invention without departing from the scope and spirit of the present invention, for example: the sliding fit between the
Claims (9)
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