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CN106124274A - Sanding gear for geologic structure physical modelling experiment - Google Patents

Sanding gear for geologic structure physical modelling experiment Download PDF

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Publication number
CN106124274A
CN106124274A CN201610648029.XA CN201610648029A CN106124274A CN 106124274 A CN106124274 A CN 106124274A CN 201610648029 A CN201610648029 A CN 201610648029A CN 106124274 A CN106124274 A CN 106124274A
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sand
funnel
physical simulation
steel shaft
geological structure
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CN106124274B (en
Inventor
高凤琳
宋岩
姜振学
张欣欣
陈磊
黄璞
纪文明
刘庆新
张昆
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China University of Petroleum Beijing
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China University of Petroleum Beijing
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
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Abstract

本发明提供一种用于地质构造物理模拟实验的铺砂装置,涉及构造地质学研究领域。所述用于地质构造物理模拟实验的铺砂装置,包括:实验台,所述实验台上设有支撑机构,所述支撑机构上设有铺砂机构,所述铺砂机构与动力机构连接,所述动力机构用于驱动所述铺砂机构沿所述支撑机构移动,通过所述铺砂机构沿所述支撑机构移动在所述实验台上铺设砂层。本发明提供的用于地质构造物理模拟实验的铺砂装置,通过所述动力机构驱动所述铺砂机构沿所述支撑机构移动,在所述实验台上铺设砂层,有效减轻了实验人员的劳动强度,减小了铺砂工作周期,提高了地质构造物理模拟实验的效率。

The invention provides a sand spreading device used for physical simulation experiments of geological structures, and relates to the field of structural geology research. The sand spreading device used for the physical simulation experiment of geological structure includes: an experimental platform, a support mechanism is provided on the experimental platform, a sand spreading mechanism is provided on the support mechanism, and the sand spreading mechanism is connected with a power mechanism, The power mechanism is used to drive the sand spreading mechanism to move along the support mechanism, and the sand layer is laid on the experiment platform by the sand spreading mechanism moving along the support mechanism. The sand laying device used in the geological structure physical simulation experiment provided by the present invention drives the sand laying mechanism to move along the support mechanism through the power mechanism, and lays a sand layer on the experiment platform, which effectively reduces the labor of the experimenter. The labor intensity is reduced, the sanding work cycle is reduced, and the efficiency of the geological structure physical simulation experiment is improved.

Description

用于地质构造物理模拟实验的铺砂装置Sand spreading device for physical simulation experiment of geological structure

技术领域technical field

本发明涉及构造地质学研究领域,尤其涉及一种用于地质构造物理模拟实验的铺砂装置。The invention relates to the field of structural geology research, in particular to a sand laying device used for physical simulation experiments of geological structures.

背景技术Background technique

地质构造物理模拟实验是研究地质构造运动与几何变形的一种有效实验手段,其以相似性理论为基础,通过小尺度、短时间的构造变形反映漫长历史过程中的大尺度构造运动过程,以此探索地质构造的形成和演化,探究地质构造的发育机理,实现对地质构造变形过程的定量分析。目前,地质构造物理模拟实验已广泛应用于科学及生产研究,涉及矿产、能源、环境、灾害防治等多个领域,深化了地质认识,推动了多学科发展,为实际工作及生产提供了有效指导,显示出良好的应用前景。The physical simulation experiment of geological structure is an effective experimental method to study the movement and geometric deformation of geological structure. This is to explore the formation and evolution of geological structures, explore the development mechanism of geological structures, and realize the quantitative analysis of the deformation process of geological structures. At present, the physical simulation experiment of geological structure has been widely used in scientific and production research, involving minerals, energy, environment, disaster prevention and other fields, deepening geological understanding, promoting multi-disciplinary development, and providing effective guidance for practical work and production , showing good application prospects.

地质构造物理模拟实验,通常需要依据相似性原则在实验台上铺设多层实验材料模拟实际地层,进而在实验室内模拟一定条件下的地质构造变形过程;实验材料通常采用砂。现有技术中,在实验台上铺设砂层的工作依靠人工实现,使得实验人员的劳动强度大,砂层铺设及抹平工作周期长,且单砂层厚度难以精确控制,降低了地质构造物理模拟实验的效率与精度。The physical simulation experiment of geological structure usually needs to lay multiple layers of experimental materials on the experimental platform to simulate the actual stratum according to the principle of similarity, and then simulate the deformation process of geological structure under certain conditions in the laboratory; the experimental material is usually sand. In the prior art, the work of laying the sand layer on the test bench is done manually, which makes the labor intensity of the experimenters high, the sand layer laying and smoothing work cycle is long, and the thickness of a single sand layer is difficult to accurately control, which reduces the geological structure physics. The efficiency and accuracy of simulation experiments.

发明内容Contents of the invention

针对现有技术中的上述缺陷,本发明提供一种用于地质构造物理模拟实验的铺砂装置,能够有效减轻实验人员的劳动强度。In view of the above defects in the prior art, the present invention provides a sand spreading device for physical simulation experiments of geological structures, which can effectively reduce the labor intensity of experimenters.

本发明提供一种用于地质构造物理模拟实验的铺砂装置,包括:实验台,所述实验台上设有支撑机构,所述支撑机构上设有铺砂机构,所述铺砂机构与动力机构连接,所述动力机构用于驱动所述铺砂机构沿所述支撑机构移动,通过所述铺砂机构沿所述支撑机构移动在所述实验台上铺设砂层。The invention provides a sand spreading device for physical simulation experiments of geological structures, comprising: an experimental platform, a supporting mechanism is provided on the experimental platform, a sand spreading mechanism is provided on the supporting mechanism, and the sand spreading mechanism and the power The mechanism is connected, and the power mechanism is used to drive the sand spreading mechanism to move along the support mechanism, and the sand layer is laid on the experiment platform by the sand spreading mechanism moving along the support mechanism.

进一步地,所述支撑机构包括两条平行设置的滑轨和多个支撑杆,所述滑轨平行于所述实验台设置,所述支撑杆连接在所述实验台与所述滑轨之间以支撑所述滑轨;所述滑轨与所述实验台之间设有侧挡板。Further, the support mechanism includes two slide rails arranged in parallel and a plurality of support rods, the slide rails are arranged parallel to the test bench, and the support rods are connected between the test bench and the slide rails to support the slide rail; side baffles are provided between the slide rail and the test bench.

进一步地,所述铺砂机构包括漏斗,所述漏斗用于盛砂;所述漏斗的底端的两侧设有滑板,所述滑板与所述滑轨配合,且所述滑板与所述动力机构连接,以使所述漏斗能够沿所述滑轨移动;所述滑板还连接有平砂刮板,所述平砂刮板垂直于所述实验台设置,所述平砂刮板用于在预设高度上刮平砂层表面。Further, the sand spreading mechanism includes a funnel, and the funnel is used for holding sand; the two sides of the bottom end of the funnel are provided with slide plates, and the slide plates cooperate with the slide rails, and the slide plates are connected with the power mechanism connected so that the funnel can move along the slide rail; the slide plate is also connected with a flat sand scraper, and the flat sand scraper is set perpendicular to the test bench, and the flat sand scraper is used to Scrape the surface of the sand layer.

进一步地,所述铺砂机构还包括:安装在所述滑轨的一端的卡杆,所述卡杆平行于所述实验台设置;所述卡杆与所述实验台之间连接有多个卡条,所述卡条背离所述卡杆的底端设有拼接块,所述拼接块的底端与所述实验台贴合,所述卡条用于固定所述拼接块;所述滑轨的另一端设有活动挡板。Further, the sand spreading mechanism also includes: a clamping rod installed at one end of the slide rail, and the clamping rod is arranged parallel to the test bench; a plurality of clamps are connected between the clamping rod and the test bench A clamping strip, the bottom end of the clamping strip away from the clamping rod is provided with a splicing block, the bottom end of the splicing block is attached to the test bench, and the clamping strip is used to fix the splicing block; the sliding The other end of the rail is provided with a movable baffle.

进一步地,所述拼接块包括:基底块、边底块和加高块;所述基底块的顶面具有第一凸起,一端侧面具有第二凸起,另一端侧面具有第二凹槽;所述边底块的顶面具有第一凸起,一端侧面具有第二凹槽;所述加高块顶面具有第一凸起,底面具有第一凹槽;其中,所述第一凸起与所述第一凹槽配合,所述第二凸起与所述第二凹槽配合。Further, the splicing block includes: a base block, a side bottom block and a heightening block; the top surface of the base block has a first protrusion, one end side has a second protrusion, and the other end side has a second groove; The top surface of the side bottom block has a first protrusion, and one end side has a second groove; the top surface of the heightening block has a first protrusion, and the bottom surface has a first groove; wherein, the first protrusion Cooperating with the first groove, the second protrusion is cooperating with the second groove.

进一步地,所述用于地质构造物理模拟实验的铺砂装置还包括配重遮挡块,所述配重遮挡块用于在拼接块加装过程中与所述拼接块接触;Further, the sand laying device for physical simulation experiments of geological structures also includes a counterweight shielding block, which is used to contact the splicing block during the installation process of the splicing block;

或者,所述卡条和所述拼接块与加固板连接,所述加固板背离所述卡条的一侧设有电动杆。Alternatively, the clamping strip and the splicing block are connected to a reinforcement plate, and an electric rod is provided on the side of the reinforcement plate away from the clamping strip.

进一步地,所述动力机构包括滑板移动装置、漏斗启闭装置、平砂刮板升降装置和动力控制系统,所述动力控制系统分别与所述滑板移动装置、漏斗启闭装置、平砂刮板升降装置连接;Further, the power mechanism includes a slide plate moving device, a funnel opening and closing device, a flat sand scraper lifting device and a power control system, and the power control system is connected with the slide plate moving device, the funnel opening and closing device, and the flat sand scraper lifting device respectively. connect;

所述滑板移动装置包括第一电机、第一钢轴和钢轮,所述第一电机的输出轴与所述第一钢轴连接,所述钢轮与所述第一钢轴固定连接,所述钢轮的中心线与所述第一钢轴的中心线重合,所述钢轮固定在所述滑板上,且所述钢轮与所述滑轨滚动连接,以在所述第一电机驱动所述钢轮旋转时带动所述滑板移动;The slide plate moving device includes a first motor, a first steel shaft and a steel wheel, the output shaft of the first motor is connected to the first steel shaft, the steel wheel is fixedly connected to the first steel shaft, and the The center line of the steel wheel is coincident with the center line of the first steel shaft, the steel wheel is fixed on the slide plate, and the steel wheel is rollingly connected with the slide rail, so that when the first motor drives When the steel wheel rotates, the slide plate is driven to move;

所述漏斗启闭装置包括第二电机、第一齿轮、开口宽度挡板和第二钢轴;所述开口宽度挡板设置在所述漏斗的出砂口处,用于调节所述漏斗的出砂口宽度;所述第二电机与所述第二钢轴连接,所述第一齿轮套设在所述第二钢轴上,所述第一齿轮与所述开口宽度挡板上的齿条啮合,以在所述第二电机驱动所述第一齿轮旋转时带动所述开口宽度挡板移动,调节所述漏斗的出砂口宽度;The opening and closing device of the funnel includes a second motor, a first gear, an opening width baffle and a second steel shaft; the opening width baffle is arranged at the sand outlet of the funnel for adjusting the outlet of the funnel. The width of the sand mouth: the second motor is connected to the second steel shaft, the first gear is sleeved on the second steel shaft, and the first gear is connected to the rack on the opening width baffle meshing, so as to drive the opening width baffle to move when the second motor drives the first gear to rotate, so as to adjust the width of the sand outlet of the funnel;

所述平砂刮板升降装置包括第三电机、第三钢轴和第二齿轮;所述第三电机与所述第三钢轴连接,所述第二齿轮套设在所述第三钢轴上,所述第二齿轮与所述平砂刮板上的齿条啮合,以在所述第三电机驱动所述第二齿轮旋转时,带动所述平砂刮板上升或者下降。The flat sand scraper lifting device includes a third motor, a third steel shaft and a second gear; the third motor is connected to the third steel shaft, and the second gear is sleeved on the third steel shaft , the second gear meshes with the rack on the flat sand scraper to drive the flat sand scraper up or down when the third motor drives the second gear to rotate.

进一步地,所述动力控制系统包括控制终端,所述控制终端用于控制所述第一电机、第二电机和第三电机的转向及转速。Further, the power control system includes a control terminal, and the control terminal is used to control the steering and rotational speed of the first motor, the second motor and the third motor.

进一步地,所述漏斗启闭装置还包括:第一手动旋钮,所述第一手动旋钮与所述第二钢轴连接,用于手动驱动所述第二钢轴;Further, the funnel opening and closing device further includes: a first manual knob connected to the second steel shaft for manually driving the second steel shaft;

所述平砂刮板升降装置还包括:第二手动旋钮,所述第二手动旋钮与所述第三钢轴连接,用于手动驱动所述第三钢轴。The flat sand scraper lifting device further includes: a second manual knob connected to the third steel shaft for manually driving the third steel shaft.

进一步地,所述实验台的两端开设有漏槽,所述漏槽的正下方设置砂桶,所述砂桶用于回收砂。Further, there are drains at both ends of the test bench, and a sand barrel is arranged directly below the drain, and the sand barrel is used for sand recovery.

本发明提供的用于地质构造物理模拟实验的铺砂装置,通过所述动力机构驱动所述铺砂机构沿所述支撑机构移动,在所述实验台上铺设砂层,有效减轻了实验人员的劳动强度,缩短了铺砂及抹平的工作周期,提高了地质构造物理模拟实验的效率。The sand laying device used in the physical simulation experiment of geological structure provided by the present invention drives the sand laying mechanism to move along the support mechanism through the power mechanism, and lays a sand layer on the experiment platform, which effectively reduces the labor of the experimenters. Labor intensity is reduced, the work cycle of sanding and smoothing is shortened, and the efficiency of physical simulation experiments of geological structures is improved.

附图说明Description of drawings

图1为本发明用于地质构造物理模拟实验的铺砂装置一实施例的结构示意图;Fig. 1 is the structural representation of an embodiment of the sand spreading device that the present invention is used for geological structure physical simulation experiment;

图2为本发明用于地质构造物理模拟实验的铺砂装置另一实施例的结构示意图;Fig. 2 is the structural representation of another embodiment of the sand spreading device used in geological structure physical simulation experiment of the present invention;

图3为本发明用于地质构造物理模拟实验的铺砂装置中卡杆、卡条和拼接块的结构示意图;Fig. 3 is the schematic structural view of clamping bar, clamping bar and splicing block in the sand spreading device of the present invention being used for geological structure physical simulation experiment;

图4为图3的侧视图;Fig. 4 is the side view of Fig. 3;

图5为本发明用于地质构造物理模拟实验的铺砂装置中基底块的结构示意图;Fig. 5 is the structural schematic diagram of the basement block in the sand laying device of the present invention for the physical simulation experiment of geological structure;

图6为本发明用于地质构造物理模拟实验的铺砂装置中边底块的结构示意图;Fig. 6 is the structural representation of the side bottom block in the sand laying device used in the physical simulation experiment of geological structure according to the present invention;

图7为本发明用于地质构造物理模拟实验的铺砂装置中加高块的结构示意图;Fig. 7 is the schematic structural view of the heightening block in the sand laying device used in the geological structure physical simulation experiment of the present invention;

图8为本发明用于地质构造物理模拟实验的铺砂装置中加高块的安装示意图;Fig. 8 is the schematic diagram of the installation of the heightening block in the sand spreading device used in the geological structure physical simulation experiment of the present invention;

图9为本发明用于地质构造物理模拟实验的铺砂装置中滑轨、漏斗、滑板及动力机构的结构示意图;Fig. 9 is a schematic structural view of slide rails, funnels, slide plates and power mechanisms in the sand spreading device used in geological structure physical simulation experiments of the present invention;

图10为图9的俯视图。FIG. 10 is a top view of FIG. 9 .

具体实施方式detailed description

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments.

基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。在不冲突的情况下,下述的实施例及实施例中的特征可以相互组合。Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention. In the case of no conflict, the following embodiments and features in the embodiments can be combined with each other.

其中,“上”、“下”等的用语,是用于描述各个结构在附图中的相对位置关系,仅为便于叙述的明了,而非用以限定本发明可实施的范围,其相对关系的改变或调整,在无实质变更技术内容下,当亦视为本发明可实施的范畴。Among them, terms such as "upper" and "lower" are used to describe the relative positional relationship of each structure in the drawings, which are only for the convenience of description, and are not used to limit the scope of the present invention. The relative relationship Changes or adjustments without substantive changes in the technical content shall also be regarded as the scope of the present invention that can be implemented.

需要说明的是,在本发明的描述中,术语“第一”、“第二”仅用于方便描述不同的部件,而不能理解为指示或暗示顺序关系、相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括至少一个该特征。It should be noted that, in the description of the present invention, the terms "first" and "second" are only used to describe different components conveniently, and should not be understood as indicating or implying a sequence relationship, relative importance, or implicit indication. The number of technical characteristics. Thus, the features defined as "first" and "second" may explicitly or implicitly include at least one of these features.

图1为本发明用于地质构造物理模拟实验的铺砂装置一实施例的结构示意图。Fig. 1 is a structural schematic diagram of an embodiment of a sand spreading device used in geological structure physical simulation experiments according to the present invention.

请参照图1,本实施例提供一种用于地质构造物理模拟实验的铺砂装置,包括:Please refer to Fig. 1, the present embodiment provides a kind of sand spreading device for geological structure physical simulation experiment, including:

实验台3,实验台3上设有支撑机构4,支撑机构4上设有铺砂机构1,铺砂机构1与动力机构2连接,动力机构2用于驱动铺砂机构1沿支撑机构4移动,通过铺砂机构1沿支撑机构4移动在实验台3上铺设砂层。Experimental platform 3, a support mechanism 4 is provided on the experimental platform 3, and a sand-laying mechanism 1 is provided on the support mechanism 4. The sand-laying mechanism 1 is connected with the power mechanism 2, and the power mechanism 2 is used to drive the sand-laying mechanism 1 to move along the support mechanism 4 , by moving the sand laying mechanism 1 along the support mechanism 4 to lay a sand layer on the test bench 3 .

实验台3可以为矩形,实验台3包括板状的承载板,承载板用于承载砂;支撑机构4设置在实验台3与铺砂机构1之间,一方面用于支撑铺砂机构1,另一方面对铺砂机构1有导向作用;在动力机构2驱动铺砂机构1沿支撑机构4移动的过程中,铺砂机构1中的砂逐渐放空,或者,实验台3上的砂体被逐渐刮平,以在实验台3上铺设砂层。The test bench 3 can be rectangular, and the test bench 3 includes a plate-shaped bearing plate, which is used for carrying sand; the support mechanism 4 is arranged between the test bench 3 and the sand spreading mechanism 1, and is used to support the sand spreading mechanism 1 on the one hand, On the other hand, it has a guiding effect on the sand spreading mechanism 1; in the process that the power mechanism 2 drives the sand spreading mechanism 1 to move along the support mechanism 4, the sand in the sand spreading mechanism 1 is gradually emptied, or the sand body on the test bench 3 is Gradually level off to lay a sand layer on the bench 3.

本实施例的用于地质构造物理模拟实验的铺砂装置,通过动力机构2驱动铺砂机构1沿支撑机构4移动,在实验台3上铺设砂层,有效减轻了实验人员的劳动强度,缩短了铺砂及抹平工作周期,提高了地质构造物理模拟实验的效率。The sand laying device used in the physical simulation experiment of geological structure in this embodiment drives the sand laying mechanism 1 to move along the support mechanism 4 through the power mechanism 2, and lays a sand layer on the experimental platform 3, which effectively reduces the labor intensity of the experimenters and shortens The work cycle of sand spreading and smoothing is shortened, and the efficiency of physical simulation experiments of geological structures is improved.

图2为本发明用于地质构造物理模拟实验的铺砂装置另一实施例的结构示意图。Fig. 2 is a structural schematic diagram of another embodiment of the sand laying device used in geological structure physical simulation experiments according to the present invention.

请参照图2,进一步地,支撑机构4包括两条平行设置的滑轨42和多个支撑杆41,滑轨42平行于实验台3的矩形长边设置,支撑杆41连接在实验台3与滑轨42之间以支撑滑轨42;滑轨42与实验台3之间设有侧挡板5。Please refer to Fig. 2, further, support mechanism 4 comprises two parallel slide rails 42 and a plurality of support rods 41, and slide rail 42 is arranged parallel to the rectangular long side of test bench 3, and support rod 41 is connected between test bench 3 and The slide rail 42 is supported between the slide rails 42;

支撑杆41可以均匀、对称分布在实验台3的两侧;例如:试验台的两侧分别设有两个支撑杆41,且两个支撑杆41靠近实验台3的端部设置;其中,支撑杆41与实验台3卡接或者螺接,滑轨42可以与支撑架卡接或者螺接,铺砂机构1安装在滑轨42上。在滑轨42与实验台3之间设有侧挡板5,以避免砂层边缘的砂体滑塌;其中,侧挡板5可以为玻璃挡板,以便于实验人员在地质构造物理模拟实验的过程中观察砂层变化。侧挡板5与实验台3可拆卸连接,例如卡接、螺接、粘接等,以便于调节铺砂机构1的铺砂宽度。Support rods 41 can be evenly and symmetrically distributed on both sides of the test bench 3; for example: the two sides of the test bench are respectively provided with two support rods 41, and the two support rods 41 are arranged near the end of the test bench 3; The rod 41 is clamped or screwed with the test bench 3 , the slide rail 42 can be clamped or screwed with the support frame, and the sand spreading mechanism 1 is installed on the slide rail 42 . A side baffle 5 is provided between the slide rail 42 and the test bench 3, to avoid the sand bodies on the edge of the sand layer from sliding; wherein, the side baffle 5 can be a glass baffle, so that the experimenter can perform the physical simulation experiment of the geological structure. Observe the changes in the sand layer during the process. The side baffle 5 is detachably connected to the test bench 3 , such as clamping, screwing, bonding, etc., so as to adjust the sanding width of the sanding mechanism 1 .

请继续参照图2,进一步地,铺砂机构1包括漏斗112,漏斗112用于盛砂;漏斗112的底端设有滑板111,滑板111上开有与漏斗112底部开口吻合的长方形孔,漏斗112底部的两条矩形短边和一条矩形长边与滑板111连接,连接方式可以为焊接,滑板111与滑轨42配合,且滑板111与动力机构2连接,以使漏斗112能够沿滑轨42移动;滑板111的一侧还连接有平砂刮板113,平砂刮板113垂直于实验台3设置,平砂刮板113用于在指定高度上刮平砂层表面。Please continue to refer to Fig. 2, further, the sand spreading mechanism 1 includes a funnel 112, and the funnel 112 is used to hold sand; the bottom end of the funnel 112 is provided with a slide plate 111, and the slide plate 111 is provided with a rectangular hole matching the bottom opening of the funnel 112, and the funnel Two rectangular short sides and a rectangular long side at the bottom of 112 are connected with slide plate 111, and the connection method can be welding. Move; One side of slide plate 111 is also connected with flat sand scraper 113, and flat sand scraper 113 is arranged vertically to test bench 3, and flat sand scraper 113 is used for scraping the surface of sand layer on specified height.

滑板111可以为矩形,滑板111的两条矩形短边与滑轨42配合实现滑动连接,以使铺砂机构1能够沿支撑机构4移动;滑板111的矩形长边与平砂刮板113连接。具体的铺砂过程可以为:将滑板111移动至滑轨42的一端,通过动力机构2驱动滑板111沿滑轨42滑动,在该过程中,漏斗112逐渐放空其内的砂,直至滑板111移动至预设的终点;滑板111返回至滑轨42的一端,调整平砂刮板113的高度,使得平砂刮板113底端的高度等于预设的铺砂厚度,通过动力机构2驱动滑板111沿滑轨42滑动,将砂层刮平至预设厚度,实现了对单砂层厚度的精确控制,提高了地质构造物理模拟实验的精度。Sliding plate 111 can be rectangular, and two rectangular short sides of sliding plate 111 cooperate with slide rail 42 to realize sliding connection, so that sanding mechanism 1 can move along supporting mechanism 4; The specific sand laying process can be: move the slide plate 111 to one end of the slide rail 42, drive the slide plate 111 to slide along the slide rail 42 through the power mechanism 2, during this process, the funnel 112 gradually empties the sand in it until the slide plate 111 moves To the preset end point; the slide plate 111 returns to one end of the slide rail 42, adjusts the height of the flat sand scraper 113 so that the height of the bottom end of the flat sand scraper 113 is equal to the preset sanding thickness, and drives the slide plate 111 along the slide rail by the power mechanism 2 42 sliding, the sand layer is scraped to the preset thickness, which realizes the precise control of the thickness of the single sand layer and improves the accuracy of the physical simulation experiment of the geological structure.

其中,多次铺砂时,平砂刮板113底端的高度是指平砂刮板113底端与前一次铺砂形成的砂层之间的距离,预设的铺砂厚度为本次铺砂形成的砂层的厚度。Wherein, when laying sand for many times, the height of the bottom end of the flat sand scraper 113 refers to the distance between the bottom end of the flat sand scraper 113 and the sand layer formed by the previous sand laying, and the preset sand laying thickness is the distance formed by the sand laying this time. The thickness of the sand layer.

图3为本发明用于地质构造物理模拟实验的铺砂装置中卡杆、卡条和拼接块的结构示意图;图4为图3的侧视图。Fig. 3 is a schematic structural view of clamping rods, clamping strips and splicing blocks in the sand spreading device used in geological structure physical simulation experiments of the present invention; Fig. 4 is a side view of Fig. 3 .

请参照图2-4,进一步地,铺砂机构1还包括:安装在滑轨42的一端的卡杆1211,卡杆1211平行于实验台3设置;卡杆1211与实验台3之间连接有多个卡条1212,卡条1212背离卡杆1211的底端设有拼接块122,拼接块122的底端与实验台3贴合,卡条1212用于固定拼接块122;滑轨42的另一端设有活动挡板7。Please refer to Figs. 2-4, further, the sand spreading mechanism 1 also includes: a clamping rod 1211 installed on one end of the slide rail 42, the clamping rod 1211 is arranged parallel to the test bench 3; A plurality of clamping strips 1212, the bottom end of the clamping strips 1212 away from the clamping rod 1211 is provided with a splicing block 122, the bottom of the splicing block 122 is attached to the test bench 3, and the clamping strips 1212 are used to fix the splicing block 122; One end is provided with movable baffle 7.

卡杆1211平行于实验台3的矩形短边设置,卡杆1211可以与滑轨42螺接,以避免卡杆1211发生旋转;卡杆1211用于限制滑板111的移动距离以及固定卡条1212,并通过卡条1212间接固定拼接块122;拼接块122用于避免砂层滑塌,随砂层厚度增加而逐渐加高。The clamping rod 1211 is arranged parallel to the rectangular short side of the test bench 3, and the clamping rod 1211 can be screwed with the slide rail 42 to avoid rotation of the clamping rod 1211; the clamping rod 1211 is used to limit the moving distance of the slide plate 111 and fix the clamping bar 1212, The splicing block 122 is indirectly fixed by the clip bar 1212; the splicing block 122 is used to prevent the sand layer from slumping, and gradually increases in height as the thickness of the sand layer increases.

其中,卡条1212的一端穿设在卡杆1211的安装孔内,卡条1212的另一端插设在拼接块122的安装孔中,拼接块122夹设在两个侧挡板5之间。Wherein, one end of the clamping strip 1212 is inserted in the installation hole of the clamping rod 1211 , and the other end of the clamping strip 1212 is inserted in the installation hole of the splicing block 122 , and the splicing block 122 is sandwiched between the two side baffles 5 .

图5为本发明用于地质构造物理模拟实验的铺砂装置中基底块的结构示意图;图6为本发明用于地质构造物理模拟实验的铺砂装置中边底块的结构示意图;图7为本发明用于地质构造物理模拟实验的铺砂装置中加高块的结构示意图;图8为本发明用于地质构造物理模拟实验的铺砂装置中加高块的安装示意图。Fig. 5 is the schematic structural representation of the base block in the sand spreading device of the present invention for the physical simulation experiment of the geological structure; Fig. 6 is the structural representation of the side bottom block in the sand spreading device of the present invention for the physical simulation experiment of the geological structure; Fig. 7 is The structure schematic diagram of the heightening block in the sand spreading device used in the physical simulation experiment of geological structure according to the present invention; Fig. 8 is the installation schematic diagram of the heightening block in the sand spreading device used in the geological structure physical simulation experiment of the present invention.

请参照图5-8,具体地,拼接块122包括:基底块1221、边底块1222和加高块1223;基底块1221的顶面具有第一凸起,一端侧面具有第二凸起,另一端侧面具有第二凹槽;边底块1222的顶面具有第一凸起,一端侧面具有第二凹槽;加高块1223顶面具有第一凸起,底面具有第一凹槽;其中,第一凸起与第一凹槽配合,第二凸起与第二凹槽配合。基底块1221的顶面的第一凸起用于与加高块1223底面的第一凹槽配合;基底块1221的第二凸起用于与另一基底块1221第二凹槽配合;加高块1223顶面的第一凸起用于与另一加高块1223底面的第一凹槽配合;边底块1222的顶面的第一凸起用于与加高块1223底面的第一凹槽配合;边底块1222的一端侧面的第二凹槽用于与基底块1221第二凸起配合;边底块1222的另一端侧面可以为平面,用于与侧挡板5贴合。其中,基底块1221和边底块1222可以制作为100mm长、10mm高,加高块1223可以制作为100mm长、5mm高。Please refer to Figures 5-8, specifically, the splicing block 122 includes: a base block 1221, a side bottom block 1222 and a heightening block 1223; the top surface of the base block 1221 has a first protrusion, one end side has a second protrusion, and the other There is a second groove on the side of one end; the top surface of the side bottom block 1222 has a first protrusion, and the side of one end has a second groove; the top surface of the raised block 1223 has a first protrusion, and the bottom surface has a first groove; wherein, The first protrusion fits into the first groove, and the second protrusion fits into the second groove. The first protrusion on the top surface of the base block 1221 is used to cooperate with the first groove on the bottom surface of the heightening block 1223; the second protrusion of the base block 1221 is used to cooperate with the second groove of another base block 1221; the heightening block 1223 The first protrusion on the top surface is used to cooperate with the first groove on the bottom surface of another heightening block 1223; the first protrusion on the top surface of the side bottom block 1222 is used to cooperate with the first groove on the bottom surface of the heightening block 1223; The second groove on the side of one end of the bottom block 1222 is used to cooperate with the second protrusion of the base block 1221 ; Wherein, the base block 1221 and the side bottom block 1222 can be made to be 100 mm long and 10 mm high, and the heightening block 1223 can be made to be 100 mm long and 5 mm high.

本实施例中,第一凸起、第二凸起的个数可以为一个或者多个,第一凹槽、第二凹槽的个数分别与第一凸起、第二凸起相同。较佳地,第一凸起的设置位置避开卡条1212的安装孔。根据砂层的宽度,可以适应地增加或者减少基底块1221的数量;根据砂层的厚度,可以适应地增加或者减少加高块1223的数量;活动挡板7可以前后移动,以调整初始铺砂长度。In this embodiment, the number of the first protrusion and the second protrusion may be one or more, and the number of the first groove and the second groove is the same as that of the first protrusion and the second protrusion respectively. Preferably, the location of the first protrusion avoids the installation hole of the clip bar 1212 . According to the width of the sand layer, the number of base blocks 1221 can be appropriately increased or decreased; according to the thickness of the sand layer, the number of heightening blocks 1223 can be appropriately increased or decreased; the movable baffle 7 can move back and forth to adjust the initial sand laying length.

进一步地,拼接块122搭配有配重遮挡块123,在拼接块122加高过程中,配重遮挡块123还与拼接块122接触;以通过配重遮挡块123提高拼接块122的支撑能力,防止在卡条1212抽出的情况下,砂体滑塌推翻拼接块122。Further, the splicing block 122 is equipped with a counterweight shielding block 123, and during the heightening process of the splicing block 122, the counterweight shielding block 123 is also in contact with the splicing block 122; to improve the supporting capacity of the splicing block 122 through the counterweight shielding block 123, To prevent the sand body from slumping and overturning the splicing block 122 when the clamping strip 1212 is pulled out.

卡条1212和拼接块122还可以与加固板124连接,加固板124背离卡条1212的一侧设有电动杆6,电动杆6用于驱动卡杆1211、卡条1212和拼接块122前后移动,以进行构造物理模拟实验。加固板124可以与拼接块122和卡杆1211螺接。The clip bar 1212 and the splicing block 122 can also be connected with the reinforcing plate 124, and the side of the reinforcing plate 124 away from the clip bar 1212 is provided with an electric rod 6, and the electric rod 6 is used to drive the clip bar 1211, the clip bar 1212 and the splicing block 122 to move back and forth , to carry out structural physics simulation experiments. The reinforcing plate 124 can be screwed to the splicing block 122 and the clamping rod 1211 .

图9为本发明用于地质构造物理模拟实验的铺砂装置中滑轨、漏斗、滑板及动力机构的结构示意图;图10为图9的俯视图。Fig. 9 is a structural schematic diagram of a slide rail, a funnel, a slide plate and a power mechanism in a sand laying device used in a physical simulation experiment of geological structures according to the present invention; Fig. 10 is a top view of Fig. 9 .

请参照图2、9-10,进一步地,动力机构2包括滑板移动装置21、漏斗启闭装置22、平砂刮板升降装置23和动力控制系统24。Please refer to Fig. 2, 9-10, further, the power mechanism 2 includes a slide plate moving device 21, a funnel opening and closing device 22, a flat sand scraper lifting device 23 and a power control system 24.

具体地,滑板移动装置21包括第一电机211、第一钢轴212和钢轮213,第一电机211的输出轴与第一钢轴212连接,钢轮213与第一钢轴212固定连接,钢轮213的中心线与第一钢轴212的中心线重合,钢轮213固定在滑板111上,且钢轮213与滑轨42滚动连接,以在第一电机211驱动钢轮213旋转时带动滑板111移动,实现铺砂。Specifically, the skateboard moving device 21 includes a first motor 211, a first steel shaft 212 and a steel wheel 213, the output shaft of the first motor 211 is connected to the first steel shaft 212, and the steel wheel 213 is fixedly connected to the first steel shaft 212, The center line of the steel wheel 213 coincides with the center line of the first steel shaft 212, the steel wheel 213 is fixed on the slide plate 111, and the steel wheel 213 is rollingly connected with the slide rail 42 to drive the steel wheel 213 when the first motor 211 rotates. The slide plate 111 moves to realize sand spreading.

漏斗启闭装置22包括第二电机221、第一齿轮222、开口宽度挡板225和第二钢轴226;开口宽度挡板225设置在漏斗112的出砂口处,用于调节漏斗112的出砂口宽度;第二电机221与第二钢轴226连接,第一齿轮222套设在第二钢轴226上,第一齿轮222与开口宽度挡板225上的齿条啮合,以在第二电机221驱动第一齿轮222旋转时带动开口宽度挡板225移动,调节漏斗112的开口宽度。其中,漏斗112出砂口处还可以设有开口长度挡板224,通过开口长度挡板224调节漏斗112出砂口的长度,以调节铺砂宽度;根据该铺砂宽度相应地调整侧挡板5的安装位置。The funnel opening and closing device 22 includes a second motor 221, a first gear 222, an opening width baffle 225 and a second steel shaft 226; The width of the sand hole; the second motor 221 is connected with the second steel shaft 226, the first gear 222 is sleeved on the second steel shaft 226, and the first gear 222 is engaged with the rack on the opening width baffle plate 225, so that the second When the motor 221 drives the first gear 222 to rotate, it drives the opening width baffle plate 225 to move to adjust the opening width of the funnel 112 . Wherein, the sand outlet of the funnel 112 can also be provided with an opening length baffle 224, and the length of the sand outlet of the funnel 112 can be adjusted through the opening length baffle 224 to adjust the sanding width; the side baffles are adjusted accordingly according to the sanding width 5 installation positions.

平砂刮板升降装置23包括第三电机231、第三钢轴232和第二齿轮233;第三电机231与第三钢轴232连接,第二齿轮233套设在第三钢轴232上,第二齿轮233与平砂刮板113上的齿条啮合,以在第三电机231驱动第二齿轮233旋转时,带动平砂刮板113上升或者下降,调节铺砂厚度。The flat sand scraper lifting device 23 includes a third motor 231, a third steel shaft 232 and a second gear 233; the third motor 231 is connected to the third steel shaft 232, the second gear 233 is sleeved on the third steel shaft 232, and the third The second gear 233 meshes with the rack on the flat sand scraper 113, so that when the third motor 231 drives the second gear 233 to rotate, it drives the flat sand scraper 113 to rise or fall to adjust the thickness of the sand.

动力控制系统24分别与滑板移动装置21、漏斗启闭装置22、平砂刮板升降装置23连接。例如:动力控制系统24包括控制终端,控制终端用于控制第一电机211、第二电机221和第三电机231的转向及转速;控制终端可以为计算机或者控制器。The power control system 24 is connected with the slide plate moving device 21, the funnel opening and closing device 22, and the flat sand scraper lifting device 23 respectively. For example: the power control system 24 includes a control terminal for controlling the steering and rotation speed of the first motor 211 , the second motor 221 and the third motor 231 ; the control terminal can be a computer or a controller.

进一步地,漏斗启闭装置22还包括:第一手动旋钮223,第一手动旋钮223与第二钢轴226连接,用于手动驱动第二钢轴226;平砂刮板升降装置23还包括:第二手动旋钮234,第二手动旋钮234与第三钢轴232连接,用于手动驱动第三钢轴232。实验人员可以自由选择手动或者自动调节漏斗112出砂口宽度,也可以自由选择手动或者自动调节铺砂厚度。Further, the funnel opening and closing device 22 also includes: a first manual knob 223, which is connected to the second steel shaft 226 for manually driving the second steel shaft 226; the flat sand scraper lifting device 23 also includes: Two manual knobs 234 , the second manual knob 234 is connected with the third steel shaft 232 for manually driving the third steel shaft 232 . Experimenters can freely choose to manually or automatically adjust the width of the sand outlet of the funnel 112, and can also freely choose to manually or automatically adjust the thickness of the sand.

进一步地,实验台3的两端开设有漏槽31,漏槽31的正下方设置砂桶8,砂桶8用于回收砂。Further, a drain 31 is provided at both ends of the test bench 3, and a sand barrel 8 is arranged directly below the drain 31, and the sand barrel 8 is used for sand recovery.

本实施例提供的用于地质构造物理模拟实验的铺砂装置,具体工作过程可以为:The specific working process of the sand spreading device used in the physical simulation experiment of geological structure provided in this embodiment can be as follows:

首次铺砂时,通过滑板移动装置21将滑板111移动至活动挡板7所在的一端,使得漏斗112的出砂口紧贴活动挡板7的内侧;依据初始模型宽度即铺砂宽度,减少或增加开口长度挡板224的数量,以使漏斗112的出砂口的长度等于初始模型宽度;根据初始模型长度、宽度和铺砂厚度计算单次铺砂体积,向漏斗112内加入略多于单次铺砂体积的砂;通过平砂刮板升降装置23将平砂刮板113的底端提升至设计铺砂厚度以上;控制漏斗启闭装置22移动开口宽度挡板225,调节出砂速度;滑板移动装置21控制滑板111以特定速度向拼接块122移动,在此过程中将漏斗112内的砂逐渐放空,砂以略大于铺砂厚度大致平铺于侧挡板5、活动挡板7和拼接块122之间;通过滑板移动装置21将滑板111移回至活动挡板7所在的一端,使平砂刮板113紧贴活动挡板7内侧;通过平砂刮板升降装置23将平砂刮板113下降至特定高度,使其底端高度等于铺砂厚度;通过滑板移动装置21控制滑板111以特定速度向拼接块122移动,将砂层刮平至设计铺砂厚度;多余的砂将溢过拼接块122进入桌面漏槽31,收集至砂桶8内,完成单次铺砂流程。When laying sand for the first time, the slide plate 111 is moved to the end where the movable baffle 7 is located by the slide plate moving device 21, so that the sand outlet of the funnel 112 is close to the inner side of the movable baffle 7; Increase the number of opening length baffles 224 so that the length of the sand outlet of the funnel 112 is equal to the initial model width; calculate the single sanding volume according to the initial model length, width and sanding thickness, and add slightly more than a single sanding volume in the funnel 112 The sand of the second sanding volume; the bottom end of the flat sand scraper 113 is lifted above the designed sand laying thickness through the flat sand scraper lifting device 23; the control funnel opening and closing device 22 moves the opening width baffle 225 to adjust the sand output speed; the slide plate moves The device 21 controls the sliding plate 111 to move towards the splicing block 122 at a specific speed. During this process, the sand in the funnel 112 is gradually emptied, and the sand is roughly flat on the side baffle 5, the movable baffle 7 and the splicing block with a thickness slightly greater than the sand layer. Between 122; the slide plate 111 is moved back to the end where the movable baffle 7 is located by the slide plate moving device 21, so that the flat sand scraper 113 is close to the inner side of the movable baffle 7; the flat sand scraper 113 is lowered by the flat sand scraper lifting device 23 to Specific height, so that the height of the bottom end is equal to the thickness of the sand paving; the sliding plate 111 is controlled by the sliding plate moving device 21 to move towards the splicing block 122 at a specific speed, and the sand layer is scraped to the designed sand paving thickness; the excess sand will overflow the splicing block 122 Enter the desktop drain 31, collect into the sand bucket 8, and complete the single sand spreading process.

再次铺砂时,按照再次铺砂厚度将拼接块122加高,具体地:将配重遮挡块123抵住需加高部位,防止在加高过程中砂体因自重滑塌推翻拼接块122;将卡条1212提升抽离拼接块122,在已拼接的拼接块122之上叠加加高块1223;将卡条1212下放插回拼接块122内进行固定;重复此流程逐一完成各部位拼接块122的加高工作;重复上述单次铺砂流程完成再次铺砂。When laying sand again, heighten the splicing block 122 according to the thickness of sanding again, specifically: place the counterweight shielding block 123 against the part that needs to be heightened, so as to prevent the sand body from sliding and overturning the splicing block 122 due to its own weight during the heightening process; Lift the clip 1212 and pull it away from the splicing block 122, and superimpose the heightening block 1223 on the spliced splicing block 122; put the clip 1212 down and insert it back into the splicing block 122 for fixing; repeat this process to complete the splicing blocks 122 in each part one by one The heightening work; repeat the above single sanding process to complete the sanding again.

需要说明的是,当某次铺砂后的设计高度不能与整数个拼接块122高度相等时,优选地,拼接块122总高度可略小于设计铺砂厚度,以保证余砂顺利溢出;由砂层内摩擦角所形成的模型边缘的微小缺陷对实验结果的影响基本可以忽略。It should be noted that when the design height after a certain sanding cannot be equal to the height of an integer number of splicing blocks 122, preferably, the total height of the splicing blocks 122 can be slightly smaller than the designed sanding thickness to ensure that the remaining sand overflows smoothly; The influence of tiny defects on the edge of the model formed by the internal friction angle on the experimental results can be basically ignored.

本领域普通技术人员可以理解:实现上述各方法实施例的全部或部分步骤可以通过程序指令相关的硬件来完成。前述的程序可以存储于一计算机可读取存储介质中。该程序在执行时,执行包括上述各方法实施例的步骤;而前述的存储介质包括:ROM、RAM、磁碟或者光盘等各种可以存储程序代码的介质。Those of ordinary skill in the art can understand that all or part of the steps for implementing the above method embodiments can be completed by program instructions and related hardware. The aforementioned program can be stored in a computer-readable storage medium. When the program is executed, it executes the steps including the above-mentioned method embodiments; and the aforementioned storage medium includes: ROM, RAM, magnetic disk or optical disk and other various media that can store program codes.

最后应说明的是:以上各实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述各实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分或者全部技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than limiting them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: It is still possible to modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements for some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the technical solutions of the various embodiments of the present invention. scope.

Claims (10)

1.一种用于地质构造物理模拟实验的铺砂装置,其特征在于,包括:1. A sand spreading device for geological structure physical simulation experiment, characterized in that, comprising: 实验台,所述实验台上设有支撑机构,所述支撑机构上设有铺砂机构,所述铺砂机构与动力机构连接,所述动力机构用于驱动所述铺砂机构沿所述支撑机构移动,通过所述铺砂机构沿所述支撑机构移动在所述实验台上铺设砂层。An experimental platform, the experimental platform is provided with a support mechanism, the support mechanism is provided with a sand spreading mechanism, the sand spreading mechanism is connected with a power mechanism, and the power mechanism is used to drive the sand spreading mechanism along the support The mechanism moves, and a sand layer is laid on the test bench by the sand laying mechanism moving along the supporting mechanism. 2.根据权利要求1所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述支撑机构包括两条平行设置的滑轨和多个支撑杆,所述滑轨平行于所述实验台设置,所述支撑杆连接在所述实验台与所述滑轨之间以支撑所述滑轨;所述滑轨与所述实验台之间设有侧挡板。2. The sand laying device for geological structure physical simulation experiment according to claim 1, characterized in that, the support mechanism comprises two parallel slide rails and a plurality of support rods, the slide rails are parallel to the The experiment platform is set, the support rod is connected between the experiment platform and the slide rail to support the slide rail; a side baffle is provided between the slide rail and the experiment platform. 3.根据权利要求2所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述铺砂机构包括漏斗,所述漏斗用于盛砂;所述漏斗的底端设有滑板,所述滑板与所述滑轨配合,且所述滑板与所述动力机构连接,以使所述漏斗能够沿所述滑轨移动;所述滑板还连接有平砂刮板,所述平砂刮板垂直于所述实验台设置,所述平砂刮板用于在预设高度上刮平砂层表面。3. The sand spreading device for geological structure physical simulation experiment according to claim 2, characterized in that, the sand spreading mechanism comprises a funnel, and the funnel is used to hold sand; the bottom end of the funnel is provided with a slide plate , the slide plate is matched with the slide rail, and the slide plate is connected with the power mechanism so that the funnel can move along the slide rail; the slide plate is also connected with a flat sand scraper, and the flat sand scraper Set vertically to the test bench, the sand leveling scraper is used to level the surface of the sand layer at a preset height. 4.根据权利要求3所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述铺砂机构还包括:安装在所述滑轨的一端的卡杆,所述卡杆平行于所述实验台设置;所述卡杆与所述实验台之间连接有多个卡条,所述卡条背离所述卡杆的底端设有拼接块,所述拼接块的底端与所述实验台贴合,所述卡条用于固定所述拼接块;所述滑轨的另一端设有活动挡板。4. The sand laying device used for geological structure physical simulation experiments according to claim 3, characterized in that, the sand laying mechanism also includes: a clamping rod installed at one end of the slide rail, and the clamping rod is parallel to Set on the test bench; a plurality of clamping bars are connected between the clamping rod and the experimental bench, and the bottom end of the clamping bar is away from the clamping rod to be provided with a splicing block, and the bottom end of the splicing block is connected to the The test bench is bonded, and the clamping strip is used to fix the splicing block; the other end of the slide rail is provided with a movable baffle. 5.根据权利要求4所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述拼接块包括:基底块、边底块和加高块;所述基底块的顶面具有第一凸起,一端侧面具有第二凸起,另一端侧面具有第二凹槽;所述边底块的顶面具有第一凸起,一端侧面具有第二凹槽;所述加高块顶面具有第一凸起,底面具有第一凹槽;其中,所述第一凸起与所述第一凹槽配合,所述第二凸起与所述第二凹槽配合。5. the sand laying device for geological structure physical simulation experiment according to claim 4, is characterized in that, described splicing block comprises: base block, edge bottom block and heightening block; The top surface of described base block has The first protrusion has a second protrusion on the side of one end, and a second groove on the side of the other end; the top surface of the side bottom block has a first protrusion, and a second groove on the side of one end; the top of the heightening block The surface has a first protrusion, and the bottom surface has a first groove; wherein, the first protrusion fits into the first groove, and the second protrusion fits into the second groove. 6.根据权利要求4所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,还包括配重遮挡块,所述配重遮挡块用于在拼接块加装过程中与所述拼接块接触;或者,所述卡条和所述拼接块与加固板连接,所述加固板背离所述卡条的一侧设有电动杆。6. The sand laying device for geological structure physical simulation experiments according to claim 4, further comprising a counterweight shielding block, which is used to communicate with the The splicing blocks are in contact; or, the clip bar and the splicing block are connected to a reinforcement plate, and an electric rod is provided on the side of the reinforcement plate away from the clip bar. 7.根据权利要求3所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述动力机构包括滑板移动装置、漏斗启闭装置、平砂刮板升降装置和动力控制系统,所述动力控制系统分别与所述滑板移动装置、漏斗启闭装置、平砂刮板升降装置连接;7. The sand laying device for geological structure physical simulation experiment according to claim 3, characterized in that, the power mechanism comprises a slide plate moving device, a funnel opening and closing device, a flat sand scraper lifting device and a power control system, the The power control system is respectively connected with the slide plate moving device, the funnel opening and closing device, and the flat sand scraper lifting device; 所述滑板移动装置包括第一电机、第一钢轴和钢轮,所述第一电机的输出轴与所述第一钢轴连接,所述钢轮与所述第一钢轴固定连接,所述钢轮的中心线与所述第一钢轴的中心线重合,所述钢轮固定在所述滑板上,且所述钢轮与所述滑轨滚动连接,以在所述第一电机驱动所述钢轮旋转时带动所述滑板移动;The slide plate moving device includes a first motor, a first steel shaft and a steel wheel, the output shaft of the first motor is connected to the first steel shaft, the steel wheel is fixedly connected to the first steel shaft, and the The center line of the steel wheel is coincident with the center line of the first steel shaft, the steel wheel is fixed on the slide plate, and the steel wheel is rollingly connected with the slide rail, so that when the first motor drives When the steel wheel rotates, the slide plate is driven to move; 所述漏斗启闭装置包括第二电机、第一齿轮、开口宽度挡板和第二钢轴;所述开口宽度挡板设置在所述漏斗的出砂口处,用于调节所述漏斗的出砂口宽度;所述第二电机与所述第二钢轴连接,所述第一齿轮套设在所述第二钢轴上,所述第一齿轮与所述开口宽度挡板上的齿条啮合,以在所述第二电机驱动所述第一齿轮旋转时带动所述开口宽度挡板移动,调节所述漏斗的出砂口宽度;The opening and closing device of the funnel includes a second motor, a first gear, an opening width baffle and a second steel shaft; the opening width baffle is arranged at the sand outlet of the funnel for adjusting the outlet of the funnel. The width of the sand mouth: the second motor is connected to the second steel shaft, the first gear is sleeved on the second steel shaft, and the first gear is connected to the rack on the opening width baffle meshing, so as to drive the opening width baffle to move when the second motor drives the first gear to rotate, so as to adjust the width of the sand outlet of the funnel; 所述平砂刮板升降装置包括第三电机、第三钢轴和第二齿轮;所述第三电机与所述第三钢轴连接,所述第二齿轮套设在所述第三钢轴上,所述第二齿轮与所述平砂刮板上的齿条啮合,以在所述第三电机驱动所述第二齿轮旋转时,带动所述平砂刮板上升或者下降。The flat sand scraper lifting device includes a third motor, a third steel shaft and a second gear; the third motor is connected to the third steel shaft, and the second gear is sleeved on the third steel shaft , the second gear meshes with the rack on the flat sand scraper to drive the flat sand scraper up or down when the third motor drives the second gear to rotate. 8.根据权利要求7所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述动力控制系统包括控制终端,所述控制终端用于控制所述第一电机、第二电机和第三电机的转向及转速。8. The sand laying device for geological structure physical simulation experiments according to claim 7, wherein the power control system includes a control terminal, and the control terminal is used to control the first motor and the second motor and the steering and rotating speed of the third motor. 9.根据权利要求7所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述漏斗启闭装置还包括:第一手动旋钮,所述第一手动旋钮与所述第二钢轴连接,用于手动驱动所述第二钢轴;9. The sand laying device for geological structure physical simulation experiment according to claim 7, characterized in that, the opening and closing device of the funnel also comprises: a first manual knob, and the first manual knob is connected with the second manual knob. a steel shaft connection for manually driving said second steel shaft; 所述平砂刮板升降装置还包括:第二手动旋钮,所述第二手动旋钮与所述第三钢轴连接,用于手动驱动所述第三钢轴。The flat sand scraper lifting device further includes: a second manual knob connected to the third steel shaft for manually driving the third steel shaft. 10.根据权利要求3所述的用于地质构造物理模拟实验的铺砂装置,其特征在于,所述实验台的两端开设有漏槽,所述漏槽的正下方设置砂桶,所述砂桶用于回收砂。10. The sand laying device for geological structure physical simulation experiment according to claim 3, characterized in that, the two ends of the test bench are provided with a drain, and a sand bucket is arranged directly below the drain, and the Sand buckets are used to recover sand.
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