CN114924055B - Two-way angle adjustable three-dimensional physical similarity simulation experiment platform and experiment method thereof - Google Patents

Two-way angle adjustable three-dimensional physical similarity simulation experiment platform and experiment method thereof Download PDF

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CN114924055B
CN114924055B CN202210527125.4A CN202210527125A CN114924055B CN 114924055 B CN114924055 B CN 114924055B CN 202210527125 A CN202210527125 A CN 202210527125A CN 114924055 B CN114924055 B CN 114924055B
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supporting frame
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stress sensor
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CN114924055A (en
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解盘石
林伟典
白立丞
沈家浩
高益民
张艳丽
张�浩
张颖异
黄宝发
吴少港
屈利利
杨航
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Xian University of Science and Technology
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Abstract

A two-way angle-adjustable three-dimensional physical analog simulation experiment platform and an experiment method thereof comprise a base, a supporting frame, a vertical bracket and an experiment frame, wherein a rotary driving mechanism drives the experiment frame to rotate on the supporting frame, so that the rotation angle of the experiment frame on the supporting frame is changed to simulate the pseudo-inclined angle of a coal face; the base is provided with a horizontal sliding guide device, the vertical support is provided with a vertical sliding guide device, and the lifting driving mechanism is in transmission connection with the supporting frame to drive the supporting frame to move under the guidance of the horizontal sliding guide device and the vertical sliding guide device, so that the inclination angle of the experimental frame on the base is changed to simulate the true inclination angle of the coal face; a plurality of stress sensor mechanisms are arranged in the direction frame body, and the simulation of the coal seam is realized by adjusting the heights of the stress sensor mechanisms. The invention can simulate an inclination angle of 0-60 degrees, can simulate a pseudo-dip working surface, and solves the problem of establishing the pseudo-dip working surface on a common experimental platform.

Description

双向角度可调的三维物理相似模拟实验平台及其实验方法Two-way Angle Adjustable Three-Dimensional Physical Similarity Simulation Experiment Platform and Its Experimental Method

技术领域technical field

本发明涉及采矿工程、岩土工程技术的实验测试领域,具体涉及一种双向角度可调的三维物理相似模拟实验平台及其实验方法。The invention relates to the field of experimental testing of mining engineering and geotechnical engineering technology, in particular to a two-way angle-adjustable three-dimensional physical similarity simulation experiment platform and an experiment method thereof.

背景技术Background technique

在采矿工程和岩土工程的地下施工现场中,由于其现场环境复杂,不确定性因素多,导致难以对施工现场整体进行技术分析,达到安全、高效生产的目的。而物理相似模拟实验可有效地对现场整体情况进行模拟,通过因素演化的方法来得出结论。然而,现有技术的物理相似模拟实验平台大多只能模拟水平或近水平煤层(岩层),由于模拟材料和监测手段限制,使得其对材料内部变形、应力参数、采场空间围岩结构的研究存在问题。In the underground construction site of mining engineering and geotechnical engineering, due to the complex site environment and many uncertain factors, it is difficult to conduct technical analysis on the construction site as a whole to achieve the purpose of safe and efficient production. The physical similarity simulation experiment can effectively simulate the overall situation of the site, and draw conclusions through the method of factor evolution. However, most of the physical similarity simulation experimental platforms in the prior art can only simulate horizontal or near-horizontal coal seams (rock formations). Due to the limitations of simulation materials and monitoring methods, the research on internal deformation of materials, stress parameters, and surrounding rock structure in stope space is difficult. There is a problem.

特别是,当煤层有一定倾角且伪斜开采时,围岩变形破坏规律模拟大多采用简化模型模拟:或简化为近水平煤层开采,或将伪俯斜开采变为真倾斜等,上述方式无法真实还原实际生产条件,从而对围岩运移规律的研究结论针对性和准确性造成了一定的影响。In particular, when the coal seam has a certain inclination angle and pseudo-inclined mining, the simulation of surrounding rock deformation and failure laws is mostly simulated by simplified models: or simplified to near-horizontal coal seam mining, or pseudo-inclined mining into real inclination, etc. The above methods cannot be realistic. Restore the actual production conditions, which has a certain impact on the pertinence and accuracy of the research conclusions on the migration laws of surrounding rocks.

发明内容Contents of the invention

基于此,本发明提供了一种双向角度可调的三维物理相似模拟实验平台及其实验方法,以解决现有技术的物理相似模拟实验平台无法真实还原实际生产条件,从而对围岩运移规律的研究结论针对性和准确性造成一定影响的技术问题。Based on this, the present invention provides a two-way angle-adjustable three-dimensional physical similarity simulation experiment platform and its experimental method to solve the problem that the physical similarity simulation experiment platform in the prior art cannot truly restore the actual production conditions, thereby affecting the migration laws of surrounding rocks. The pertinence and accuracy of the research conclusions have a certain impact on technical issues.

为实现上述目的,本发明提供了一种双向角度可调的三维物理相似模拟实验平台,其包括底座、支撑框架、竖向支架和实验框架,其中:In order to achieve the above object, the present invention provides a two-way angle-adjustable three-dimensional physical similar simulation experiment platform, which includes a base, a support frame, a vertical support and an experiment frame, wherein:

所述实验框架包括底盘和固定设置在所述底盘上的方向框体,所述底盘设置在所述支撑框架上并与所述支撑框架设置的旋转驱动机构传动连接,所述旋转驱动机构用于带动所述实验框架在所述支撑框架上旋转运动,从而改变实验框架在支撑框架上的旋转角度以模拟采煤工作面的伪斜角度;The experimental frame includes a chassis and a direction frame fixedly arranged on the chassis, the chassis is arranged on the support frame and is in transmission connection with the rotary drive mechanism provided on the support frame, and the rotary drive mechanism is used for Driving the test frame to rotate on the support frame, thereby changing the rotation angle of the test frame on the support frame to simulate the pseudo-inclination angle of the coal mining face;

所述竖向支架竖立在所述底座的一侧,所述底座上设有水平滑动导向装置,所述竖向支架上设有竖向滑动导向装置,所述支撑框架的前侧与所述水平滑动导向装置滑动配合,所述支撑框架的后侧与所述竖向滑动导向装置滑动配合,所述竖向支架上设有升降驱动机构,所述升降驱动机构与所述支撑框架传动连接以用于带动所述支撑框架在所述水平滑动导向装置和所述竖向滑动导向装置的导向下运动,从而实现改变实验框架在底座上的倾角以模拟采煤工作面的真倾角;The vertical support is erected on one side of the base, the base is provided with a horizontal slide guide, the vertical support is provided with a vertical slide guide, the front side of the support frame is in contact with the horizontal The sliding guide device is slidably matched, and the rear side of the support frame is slidably matched with the vertical sliding guide device. The vertical support is provided with a lifting drive mechanism, and the lifting drive mechanism is connected to the support frame for transmission. To drive the supporting frame to move under the guidance of the horizontal sliding guide and the vertical sliding guide, so as to change the inclination of the experimental frame on the base to simulate the true inclination of the coal mining face;

所述实验框架的方向框体内设有若干呈整列密布于所述底盘上的应力传感器机构,且每个所述应力传感器机构的顶面高度均可调,通过调整应力传感器机构的高度实现模拟煤层,所述应力传感器机构的底部设有朝上的观测孔,所述观测孔以用于实验中观测模拟煤层的状态。The direction frame of the experimental frame is provided with a number of stress sensor mechanisms densely distributed on the chassis, and the height of the top surface of each stress sensor mechanism can be adjusted, and the simulated coal seam can be realized by adjusting the height of the stress sensor mechanism. , the bottom of the stress sensor mechanism is provided with an upward observation hole, and the observation hole is used to observe the state of the simulated coal seam in the experiment.

作为本发明的进一步优选技术方案,所述竖向支架为龙门架结构,所述竖向支架通过两根立柱架设于所述底座的一侧,两根所述立柱的顶部连接有横梁;所述竖向滑动导向装置包括两根平行的圆柱导杆,每根所述圆柱导杆各靠近一根所述立柱竖向设置,所述平滑动导向装置包括两根平行的滑轨,所述支撑框架的前侧通过滚轮与所述滑轨滑动配合,所述支撑框架的后侧通过滑轮与所述圆柱导杆滑动配合,且两根所述圆柱导杆和两根所述滑轨均位于所述支撑框架的左右两侧。As a further preferred technical solution of the present invention, the vertical support is a gantry structure, the vertical support is erected on one side of the base through two columns, and the tops of the two columns are connected with cross beams; The vertical sliding guiding device includes two parallel cylindrical guide rods, each of which is vertically arranged close to one of the upright posts, the flat sliding guiding device includes two parallel sliding rails, and the supporting frame The front side of the support frame slides with the slide rails through rollers, the rear side of the support frame slides with the cylindrical guide rods through pulleys, and the two cylindrical guide rods and the two slide rails are located on the Support the left and right sides of the frame.

作为本发明的进一步优选技术方案,所述升降驱动机构包括电机和两根与所述电机传动连接的丝杠,两根所述丝杠竖向设置在所述竖向支架上,所述丝杠的螺母与所述支撑框架连接,所述电机在驱动所述丝杠的丝杆旋转时,从而带动所述支撑框架在所述水平滑动导向装置和所述竖向滑动导向装置的导向下运动。As a further preferred technical solution of the present invention, the lifting drive mechanism includes a motor and two lead screws connected with the motor transmission, the two lead screws are vertically arranged on the vertical support, and the lead screws The nut is connected with the support frame, and when the motor drives the lead screw of the lead screw to rotate, it drives the support frame to move under the guidance of the horizontal slide guide device and the vertical slide guide device.

作为本发明的进一步优选技术方案,所述底盘上贯穿设有与所述应力传感器机构的观测孔一一对应的圆孔,透过所述圆孔及观测孔以用于实验中观测模拟煤层的状态。As a further preferred technical solution of the present invention, the chassis is provided with round holes corresponding to the observation holes of the stress sensor mechanism one by one, through which the round holes and observation holes are used to observe the simulated coal seam in the experiment. state.

作为本发明的进一步优选技术方案,所述应力传感器机构包括底板、顶板、无线应力传感器、承载板、高度调节螺杆和锁紧螺杆,所述底板和所述顶板分别连接在所述高度调节螺杆的底部和顶部,所述无线应力传感器叠设在所述顶板的顶面,所述承载板叠设在所述无线应力传感器的顶面,所述观测孔设置在所述底板上,所述锁紧螺杆穿过所述观测孔和底盘上的圆孔以实现将所述应力传感器机构与所述底盘固定连接,通过拆掉所述锁紧螺杆后可用于实验中观测模拟煤层的状态。As a further preferred technical solution of the present invention, the stress sensor mechanism includes a bottom plate, a top plate, a wireless stress sensor, a load plate, a height adjustment screw and a locking screw, and the bottom plate and the top plate are respectively connected to the height adjustment screw. bottom and top, the wireless stress sensor is stacked on the top surface of the top plate, the bearing plate is stacked on the top surface of the wireless stress sensor, the observation hole is set on the bottom plate, and the locking The screw rod passes through the observation hole and the round hole on the chassis to realize the fixed connection of the stress sensor mechanism with the chassis, and can be used to observe the state of the simulated coal seam in the experiment after removing the locking screw rod.

作为本发明的进一步优选技术方案,所述高度调节螺杆的两侧各设有一套导向组件,所述导向组件包括套连配合的导向套和导向杆,所述导向套与所述底板连接,所述导向杆与所述顶板连接。As a further preferred technical solution of the present invention, a set of guide assemblies are provided on both sides of the height adjustment screw, the guide assemblies include a guide sleeve and a guide rod that are sleeved and matched, and the guide sleeve is connected to the bottom plate. The guide rod is connected with the top plate.

作为本发明的进一步优选技术方案,所述支撑框架与所述实验框架之间还设有锁止机构,所述锁止机构用于在旋转角度调节完成后将实验框架锁紧固定于支撑框架上。As a further preferred technical solution of the present invention, a locking mechanism is also provided between the supporting frame and the experimental frame, and the locking mechanism is used to lock and fix the experimental frame on the supporting frame after the adjustment of the rotation angle is completed. .

根据本发明的另一方面,本发明还提供了一种双向角度可调的三维物理相似模拟实验平台的实验方法,其包括以下步骤:According to another aspect of the present invention, the present invention also provides an experimental method of a two-way adjustable three-dimensional physical similar simulation experiment platform, which includes the following steps:

1)将应力传感器机构固定安装在方向框体内并与底盘固定连接,在升降驱动机构的带动下对实验框架的倾角进行调整以使实验框架达到所需的真倾角,并在旋转驱动机构的带动下对实验框架在支撑框架上的旋转角度进行调整以使实验框架达到的所需的伪斜角度;1) The stress sensor mechanism is fixedly installed in the direction frame and fixedly connected with the chassis, and the inclination angle of the experimental frame is adjusted under the drive of the lifting drive mechanism to make the experimental frame reach the required true inclination angle, and driven by the rotating drive mechanism Next, adjust the rotation angle of the experimental frame on the support frame so that the experimental frame can achieve the desired pseudo-slope angle;

2)在应力传感器机构的顶面按照实验要求逐层铺设模拟煤层以上的模型材料以形成模型,模型铺设完成后自然风干;2) On the top surface of the stress sensor mechanism, according to the experimental requirements, the model material above the simulated coal seam is laid layer by layer to form a model, and the model is naturally air-dried after the laying is completed;

3)待模型完全风干后,进行煤层开采的模拟,模型的四个边界至少留出20cm的保护煤柱,确定工作面开切眼的位置、巷道位置以及采区范围,利用模拟切割工具进行模拟采煤,从开切眼处沿着推进方向,按照预设的推进速度对应力传感器机构进行高度调节来模拟煤层的推进,应力传感器机构的高度降低之后顶面存在运移规律,以通过应力传感器机构中的观测孔来观察该区域顶板垮落规律。3) After the model is completely air-dried, carry out the simulation of coal seam mining, leave at least 20cm of protective coal pillars at the four boundaries of the model, determine the position of the cutting hole in the working face, the position of the roadway and the range of the mining area, and use the simulation cutting tool to simulate In coal mining, the height of the stress sensor mechanism is adjusted according to the preset advancing speed along the advancing direction from the cut hole to simulate the advancement of the coal seam. The observation hole in the mechanism is used to observe the roof collapse law in this area.

作为本发明的进一步优选技术方案,步骤2)完成之后以及步骤3)执行之前,还包括以下步骤:As a further preferred technical solution of the present invention, after step 2) is completed and before step 3) is performed, the following steps are also included:

在实验开始前对模型需要模拟的静载荷进行计算,计算出上覆岩层的应力,等模型表面自然风干后在模型上方放置一块尺寸与模型顶面相当的垫板,再根据所算出的应力在垫板上放置相应重量的配重物来模拟上覆岩层的压力,其中采用的自重应力的计算公式如下:Before the start of the experiment, calculate the static load that the model needs to simulate, and calculate the stress of the overlying rock layer. After the surface of the model is naturally air-dried, place a backing plate with the same size as the top surface of the model on the top of the model, and then according to the calculated stress. A counterweight of corresponding weight is placed on the backing plate to simulate the pressure of the overlying rock formation, and the formula for calculating the self-weight stress is as follows:

σ=γHσ=γH

式中,σ为上覆岩层自重应力,γ为岩体容重,H为上覆岩层厚度。In the formula, σ is the self-gravity stress of the overlying rock, γ is the bulk density of the rock mass, and H is the thickness of the overlying rock.

本发明的双向角度可调的三维物理相似模拟实验平台及其实验方法,相比于现有技术,实验平台能轻松完成近水平、缓倾斜煤层以及大倾角和部分极倾斜煤层的模拟实验,可模拟的倾斜角度为0-60度,并且还可以模拟伪俯斜工作面,解决了在普通实验平台来建立伪俯斜工作面的难题,并且设计了贴合于该实验平台的可升降式应力传感器机构,通过应力传感器机构中预设的观测孔便于观测垮落顶板对支架的作用、采空区顶板破断空间尺寸以及垮落堆积形态等,并且有效简化了物理相似模拟实验的工序,而且有效提升了安全系数,提高了实验的科学性和可靠性,并可重复多次使用;另外,本发明满足了模拟实验相似的原则,极大提高了实验结果准确度,特别是可以很好解决传统模拟实验台倾角较难调整的问题。Compared with the prior art, the two-way angle-adjustable three-dimensional physical similarity simulation experiment platform and the experiment method thereof of the present invention can easily complete the simulation experiments of near-horizontal, gently inclined coal seams and large dip angles and partly extremely inclined coal seams. The simulated inclination angle is 0-60 degrees, and it can also simulate the pseudo-inclined working surface, which solves the problem of establishing a pseudo-inclined working surface on a common experimental platform, and designs a liftable stress relief that fits the experimental platform. The sensor mechanism, through the preset observation hole in the stress sensor mechanism, facilitates the observation of the effect of the collapsed roof on the support, the size of the broken space of the roof in the goaf, and the shape of the collapse accumulation, etc., and effectively simplifies the process of physical similarity simulation experiments, and effectively The safety factor is improved, the scientificity and reliability of the experiment are improved, and it can be used repeatedly; in addition, the present invention satisfies the principle of similarity to the simulation experiment, greatly improves the accuracy of the experimental results, and can especially solve the problem of traditional It is difficult to adjust the inclination angle of the simulation test bench.

附图说明Description of drawings

下面结合附图和具体实施方式对本发明作进一步详细的说明。The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

图1为本发明双向角度可调的三维物理相似模拟实验平台提供的一视角的立体示意图;Fig. 1 is the three-dimensional schematic diagram of a perspective provided by the two-way angle-adjustable three-dimensional physical similarity simulation experiment platform of the present invention;

图2为本发明双向角度可调的三维物理相似模拟实验平台提供的另一视角的立体示意图;Fig. 2 is a three-dimensional schematic diagram of another viewing angle provided by the three-dimensional physical similarity simulation experiment platform with adjustable bidirectional angles of the present invention;

图3为本发明双向角度可调的三维物理相似模拟实验平台提供的侧面示意图;Fig. 3 is the side schematic diagram that the two-way angle adjustable three-dimensional physical similarity simulation experiment platform of the present invention provides;

图4为本发明双向角度可调的三维物理相似模拟实验平台提供的正面示意图;Fig. 4 is the schematic front view provided by the two-way angle-adjustable three-dimensional physical similarity simulation experiment platform of the present invention;

图5为本发明双向角度可调的三维物理相似模拟实验平台提供的俯视示意图;Fig. 5 is a top view schematic diagram provided by the two-way adjustable three-dimensional physical similarity simulation experiment platform of the present invention;

图6为应力传感器机构在实验框架内呈阵列分布示意图;Fig. 6 is a schematic diagram of the array distribution of the stress sensor mechanism in the experimental framework;

图7为45度真倾角调节示意图;Fig. 7 is a schematic diagram of 45 degree true inclination adjustment;

图8为10度伪斜角调节示意图;Fig. 8 is a schematic diagram of a 10-degree pseudo bevel adjustment;

图9为伪俯斜工作面原理图;Fig. 9 is a schematic diagram of a pseudo-inclined working face;

图10为应力传感器机构的结构示意图。Fig. 10 is a structural schematic diagram of the stress sensor mechanism.

图中:1、底座,2、竖向支架,21、电机,22、丝杠,23、竖向滑动导向装置,3、支撑框架,31、水平滑动导向装置,4、实验框架,41、底盘,42、方向框体,5、应力传感器机构,51、底板,52、高度调节螺杆,53、顶板,54、无线应力传感器,55、承载板,56、导向杆,57、导向套,58、观测孔,59、锁紧螺杆。In the figure: 1. Base, 2. Vertical support, 21. Motor, 22. Lead screw, 23. Vertical sliding guide device, 3. Support frame, 31. Horizontal sliding guide device, 4. Experimental frame, 41. Chassis , 42, direction frame, 5, stress sensor mechanism, 51, bottom plate, 52, height adjustment screw, 53, top plate, 54, wireless stress sensor, 55, bearing plate, 56, guide rod, 57, guide sleeve, 58, Observation hole, 59, locking screw rod.

本发明目的实现、功能特点及优点将结合实施例,参照附图做进一步说明。The realization of the purpose, function and advantages of the present invention will be further described in conjunction with the embodiments and with reference to the accompanying drawings.

具体实施方式Detailed ways

下面将结合附图以及具体实施方式,对本发明做进一步描述。较佳实施例中所引用的如“上”、“下”、“左”、“右”、“中间”及“一”等用语,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。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments. Terms such as "upper", "lower", "left", "right", "middle" and "one" quoted in the preferred embodiment are only for convenience of description, and are not used to limit the scope of the present invention. The scope of implementation and the change or adjustment of its relative relationship shall also be regarded as the scope of implementation of the present invention without substantive changes in technical content.

如图1-10所示,本发明提供了一种双向角度可调的三维物理相似模拟实验平台,包括底座1、支撑框架3、竖向支架2和实验框架4,其中:As shown in Figures 1-10, the present invention provides a two-way angle-adjustable three-dimensional physical similarity simulation experiment platform, including a base 1, a support frame 3, a vertical support 2 and an experiment frame 4, wherein:

所述实验框架4包括底盘41和固定设置在所述底盘41上的方向框体42,该方向框体42由四块挡板于底盘41上围合形成,本实例中的尺寸为长×宽×高(2000mm×2000mm×1000mm),所述底盘41可转动地设置在所述支撑框架3上并与所述支撑框架3设置的旋转驱动机构传动连接,所述旋转驱动机构用于带动所述实验框架4在所述支撑框架3上进行旋转运动,从而改变实验框架4在支撑框架3上的旋转角度以模拟采煤工作面的伪斜角度,所述支撑框架3与所述实验框架4之间还设有锁止机构,所述锁止机构用于在旋转角度调节完成后将实验框架4锁紧固定于支撑框架3上;Described experimental frame 4 comprises chassis 41 and the direction frame body 42 that is fixedly arranged on described chassis 41, and this direction frame body 42 is enclosed and formed on chassis 41 by four baffle plates, and the size in this example is length * width × height (2000mm×2000mm×1000mm), the chassis 41 is rotatably arranged on the support frame 3 and is in transmission connection with the rotary drive mechanism provided on the support frame 3, and the rotary drive mechanism is used to drive the The test frame 4 rotates on the support frame 3, thereby changing the rotation angle of the test frame 4 on the support frame 3 to simulate the pseudo-inclination angle of the coal mining face. The distance between the support frame 3 and the test frame 4 A locking mechanism is also provided between them, and the locking mechanism is used to lock and fix the experimental frame 4 on the support frame 3 after the rotation angle adjustment is completed;

所述竖向支架2竖立在所述底座1的一侧,所述竖向支架2为龙门架结构,所述竖向支架2通过两根立柱架设于所述底座1的一侧,两根所述立柱的顶部连接有横梁;所述底座1上设有水平滑动导向装置31,所述竖向支架2上设有竖向滑动导向装置23,所述支撑框架3的前侧与所述水平滑动导向装置31滑动配合,所述支撑框架3的后侧与所述竖向滑动导向装置23滑动配合,所述竖向支架2上设有升降驱动机构,所述升降驱动机构与所述支撑框架3传动连接以用于带动所述支撑框架3在所述水平滑动导向装置31和所述竖向滑动导向装置23的导向下运动,从而改变实验框架4在底座1上的倾角以模拟采煤工作面的真倾角;The vertical support 2 is erected on one side of the base 1, and the vertical support 2 is a gantry structure, and the vertical support 2 is erected on one side of the base 1 by two columns, and the two columns The top of the column is connected with a beam; the base 1 is provided with a horizontal slide guide 31, the vertical support 2 is provided with a vertical slide guide 23, and the front side of the support frame 3 is in contact with the horizontal slide The guide device 31 is slidably matched, and the rear side of the support frame 3 is slidably matched with the vertical sliding guide device 23. The vertical support 2 is provided with a lifting drive mechanism, and the lifting drive mechanism is connected to the support frame 3. The transmission connection is used to drive the support frame 3 to move under the guidance of the horizontal sliding guide device 31 and the vertical sliding guide device 23, thereby changing the inclination angle of the experimental frame 4 on the base 1 to simulate the coal mining face true inclination;

所述实验框架4的方向框体42内设有呈整列密布于所述底盘41上数量为20*20的应力传感器机构5,且每个所述应力传感器机构5的顶面高度均可调,通过调整应力传感器机构5的高度实现模拟煤层,所述应力传感器机构5的底部设有朝上的观测孔58,所述观测孔58以用于实验中观测模拟煤层的状态,其中,应力传感器机构5的可调范围为100mm-150mm,将应力传感器机构5升至相应的高度来模拟煤层,模拟煤层厚度为0-50mm。The directional frame body 42 of the experimental frame 4 is provided with a stress sensor mechanism 5 densely distributed in a row on the chassis 41 and the number is 20*20, and the height of the top surface of each stress sensor mechanism 5 is adjustable. Realize the simulated coal seam by adjusting the height of the stress sensor mechanism 5, the bottom of the stress sensor mechanism 5 is provided with an upward observation hole 58, and the observation hole 58 is used to observe the state of the simulated coal seam in the experiment, wherein the stress sensor mechanism The adjustable range of 5 is 100mm-150mm, and the stress sensor mechanism 5 is raised to a corresponding height to simulate a coal seam, and the thickness of the simulated coal seam is 0-50mm.

在一具体实施中,所述竖向滑动导向装置23包括两根平行的圆柱导杆,每根所述圆柱导杆各靠近一根所述立柱竖向设置,所述平滑动导向装置包括两根平行的滑轨,所述支撑框架3的前侧通过滚轮与所述滑轨滑动配合,所述支撑框架3的后侧通过滑轮与所述圆柱导杆滑动配合,且两根所述圆柱导杆和两根所述滑轨均位于所述支撑框架3的左右两侧。In a specific implementation, the vertical sliding guide device 23 includes two parallel cylindrical guide rods, and each of the cylindrical guide rods is vertically arranged close to one of the upright posts, and the horizontal sliding guide device includes two Parallel slide rails, the front side of the support frame 3 slides with the slide rails through rollers, the rear side of the support frame 3 slides with the cylindrical guide rods through pulleys, and the two cylindrical guide rods and the two slide rails are located on the left and right sides of the support frame 3 .

所述升降驱动机构包括电机21和两根与所述电机21传动连接的丝杠22,两根所述丝杠22竖向设置在所述竖向支架2上,所述丝杠22的螺母与所述支撑框架3连接,所述电机21在驱动所述丝杠22的丝杆旋转时,从而带动所述支撑框架3在所述水平滑动导向装置31和所述竖向滑动导向装置23的导向下运动。在此需说明的是,所述丝杠22包括丝杆和螺母。The lifting drive mechanism includes a motor 21 and two lead screws 22 that are transmission-connected to the motor 21. The two lead screws 22 are vertically arranged on the vertical support 2. The nuts of the lead screws 22 are connected with the The support frame 3 is connected, and the motor 21 drives the guide of the support frame 3 in the horizontal sliding guide device 31 and the vertical slide guide device 23 when the screw rod of the screw screw 22 is driven to rotate. down exercise. It should be noted here that the screw 22 includes a screw and a nut.

优选地,所述底盘41上贯穿设有与所述应力传感器机构5的观测孔58一一对应的圆孔,透过所述圆孔及观测孔58以用于实验中观测模拟煤层的状态,具体实施中,可通过借助内窥镜渗入到观测孔58内实现观测。所述应力传感器机构5包括底板51、顶板53、无线应力传感器54、承载板55、高度调节螺杆52和锁紧螺杆59,所述底板51和所述顶板53分别连接在所述高度调节螺杆52的底部和顶部,所述无线应力传感器54叠设在所述顶板53的顶面,所述承载板55叠设在所述无线应力传感器54的顶面,所述观测孔58设置在所述底板51上,所述锁紧螺杆59穿过所述观测孔58和底盘41上的圆孔以实现将所述应力传感器机构5与所述底盘41固定连接,通过拆掉所述锁紧螺杆59后可用于实验中观测模拟煤层的状态。Preferably, circular holes corresponding to the observation holes 58 of the stress sensor mechanism 5 are penetrated through the chassis 41, through which the circular holes and the observation holes 58 are used to observe the state of the simulated coal seam in the experiment, In specific implementation, the observation can be realized by penetrating into the observation hole 58 with the help of an endoscope. The stress sensor mechanism 5 includes a bottom plate 51, a top plate 53, a wireless stress sensor 54, a load plate 55, a height adjustment screw 52 and a locking screw 59, and the bottom plate 51 and the top plate 53 are respectively connected to the height adjustment screw 52 The bottom and top of the wireless stress sensor 54 are stacked on the top surface of the top plate 53, the bearing plate 55 is stacked on the top surface of the wireless stress sensor 54, and the observation hole 58 is arranged on the bottom plate 51, the locking screw 59 passes through the observation hole 58 and the round hole on the chassis 41 to realize the fixed connection of the stress sensor mechanism 5 with the chassis 41, after removing the locking screw 59 It can be used to observe the state of the simulated coal seam in the experiment.

在另一具体实施中,所述高度调节螺杆52的两侧各设有一套导向组件,所述导向组件包括套连配合的导向套57和导向杆56,所述导向套57与所述底板51连接,所述导向杆56与所述顶板53连接。In another specific implementation, a set of guide assemblies are respectively provided on both sides of the height adjustment screw 52, and the guide assemblies include a guide sleeve 57 and a guide rod 56 that are sleeved and matched, and the guide sleeve 57 and the bottom plate 51 Connected, the guide rod 56 is connected with the top plate 53 .

本发明还提供了一种双向角度可调的三维物理相似模拟实验平台的实验方法,包括以下步骤:The present invention also provides an experimental method for a two-way angle-adjustable three-dimensional physical similarity simulation experiment platform, comprising the following steps:

步骤1)、将应力传感器机构5固定安装在方向框体42内并与底盘41固定连接,在升降驱动机构的带动下对实验框架4的倾角进行调整以使实验框架4达到所需的真倾角,并在旋转驱动机构的带动下对实验框架4在支撑框架3上的旋转角度进行调整以使实验框架4达到的所需的伪斜角度;Step 1), the stress sensor mechanism 5 is fixedly installed in the direction frame body 42 and fixedly connected with the chassis 41, and the inclination angle of the experimental frame 4 is adjusted under the drive of the lifting drive mechanism so that the experimental frame 4 reaches the required true inclination angle , and the rotation angle of the experimental frame 4 on the support frame 3 is adjusted under the drive of the rotary drive mechanism so that the experimental frame 4 can reach the desired pseudo-inclination angle;

具体实施中,使用20*20个应力传感器机构5按阵列分布排满实验框架4内的整个底面,通过调整好个应力传感器机构5的高度,达到模拟煤层的目的;然后模拟煤层的工作面倾角为45°,伪俯斜角度为10°,调整使实验框架4呈45度,完成工作面的真倾角的调节,如图4所示,然后再调整实验框架4在支撑框架3上的旋转角为10度,以完成工作面的伪斜角度的调节,如图5所示,此时,即完成了实验前的准备工作,图6为伪俯斜工作面原理图。In the specific implementation, 20*20 stress sensor mechanisms 5 are used to arrange the entire bottom surface of the experimental frame 4 according to the array distribution, and the purpose of simulating the coal seam is achieved by adjusting the height of each stress sensor mechanism 5; then the inclination angle of the working face of the simulated coal seam is simulated is 45°, and the false pitch angle is 10°. Adjust the experimental frame 4 to 45° to complete the adjustment of the true inclination angle of the working surface, as shown in Figure 4, and then adjust the rotation angle of the experimental frame 4 on the support frame 3 10 degrees to complete the adjustment of the pseudo-inclined angle of the working face, as shown in Figure 5. At this time, the preparatory work before the experiment is completed. Figure 6 is the schematic diagram of the pseudo-inclined working face.

步骤2)、在应力传感器机构5的顶面按照实验要求逐层铺设模拟煤层以上的模型材料以形成模型,模型铺设完成后自然风干,即可按照实验要求进行实验;Step 2), on the top surface of the stress sensor mechanism 5, according to the experimental requirements, the model material above the simulated coal seam is laid layer by layer to form a model. After the model is laid, it is naturally air-dried, and the experiment can be carried out according to the experimental requirements;

优选地,为了进一步提高实验的科学性和可靠性,在步骤2)在进行模型铺设前,需要根据相应的地质资料来确定煤岩层的角度、各分层的厚度以及工作面的布置方式,以及确定好相应的比例关系,并计算出各层所需的材料配比以及厚度,以此作为依据来进行模型铺设。Preferably, in order to further improve the scientificity and reliability of the experiment, in step 2) before laying the model, it is necessary to determine the angle of the coal rock layer, the thickness of each layer and the arrangement of the working face according to the corresponding geological data, and Determine the corresponding proportional relationship, and calculate the material ratio and thickness required for each layer, and use this as a basis for model laying.

步骤3)、由于模型尺寸的限制,模型铺设难以模拟至地表,需补足未模拟的上覆岩层的重量,具体如下;Step 3), due to the limitation of the size of the model, it is difficult to simulate the laying of the model to the surface, and it is necessary to make up for the weight of the unsimulated overlying strata, as follows;

在实验开始前对模型需要模拟的静载荷进行计算,计算出上覆岩层的应力,等模型表面自然风干后在模型上方放置一块尺寸与模型顶面相当的垫板,再根据所算出的应力在垫板上放置相应重量的配重物来模拟上覆岩层的压力,其中采用的自重应力的计算公式如下:Before the start of the experiment, calculate the static load that the model needs to simulate, and calculate the stress of the overlying rock layer. After the surface of the model is naturally air-dried, place a backing plate with the same size as the top surface of the model on the top of the model, and then according to the calculated stress. A counterweight of corresponding weight is placed on the backing plate to simulate the pressure of the overlying rock formation, and the formula for calculating the self-weight stress is as follows:

σ=γHσ=γH

式中,σ为上覆岩层自重应力,γ为岩体容重,H为上覆岩层厚度。In the formula, σ is the self-gravity stress of the overlying rock, γ is the bulk density of the rock mass, and H is the thickness of the overlying rock.

步骤4)、待模型完全风干并完成步骤3)后,进行煤层开采的模拟,模型的四个边界至少留出20cm的保护煤柱,以确定工作面开切眼的位置、巷道位置以及采区范围,利用模拟切割工具进行模拟采煤,从开切眼处沿着推进方向,按照预设的推进速度对应力传感器机构5进行高度调节来模拟煤层的推进,应力传感器机构5的高度降低之后顶面存在运移规律,以通过应力传感器机构5中的观测孔58来观察该区域顶板53垮落规律。在此需说明的是,本申请中的预设的推进速度可根据实际需要具体设置,在此不做具体介绍。Step 4), after the model is completely air-dried and step 3) is completed, the simulation of coal seam mining is carried out, and at least 20cm of protective coal pillars are reserved at the four boundaries of the model to determine the position of the working face, the position of the roadway and the mining area range, use the simulated cutting tool to simulate coal mining, adjust the height of the stress sensor mechanism 5 according to the preset advancing speed from the cutting hole along the advancing direction to simulate the advancing of the coal seam, the height of the stress sensor mechanism 5 is lowered and the top There is a movement law on the surface, so that the collapse law of the top plate 53 in this area can be observed through the observation hole 58 in the stress sensor mechanism 5 . It should be noted here that the preset propulsion speed in this application can be specifically set according to actual needs, and no specific introduction will be made here.

在本发明双向角度可调的三维物理相似模拟实验平台的一实施例中,采用的实验框架4的实验区域长宽高分别为2000mm、2000mm和1000mm,实验模型所能达到的最大倾角为60°。本实例中,以煤层倾角为45°,伪斜角为10°,真倾角工作面长度为L,伪倾斜工作面长度为L,煤层的高度差为H,根据以下方法来计算:In an embodiment of the three-dimensional physical similarity simulation experiment platform with adjustable bidirectional angles of the present invention, the length, width and height of the experimental area of the experimental frame 4 used are respectively 2000mm, 2000mm and 1000mm, and the maximum inclination angle that the experimental model can reach is 60° . In this example, the inclination angle of the coal seam is 45°, the false inclination angle is 10°, the length of the working face with the true inclination angle is Ltrue , the length of the pseudo-inclined working face is Lfalse , and the height difference of the coal seam is H, and it is calculated according to the following method:

伪俯斜工作面的实际倾角∠1:The actual inclination angle ∠1 of the pseudo-sloping working face:

L=H/sin45°; Ltrue =H/sin45°;

L=L/cos10°=H/(sin45°×cos10°); Lfalse = Ltrue /cos10°=H/(sin45°×cos10°);

∠1=H/L=arcsin(sin45°×cos10°)<45°∠1=H/L pseudo =arcsin(sin45°×cos10°)<45°

可知,工作面实际倾角小于45°,并且随着伪斜角的增大,煤层的实际倾角会不断减小,从而可以有效地减小工作面的倾角效应。It can be seen that the actual inclination angle of the working face is less than 45°, and with the increase of the false inclination angle, the actual inclination angle of the coal seam will continue to decrease, which can effectively reduce the inclination effect of the working face.

本发明满足了模拟实验相似的原则,极大提高了实验结果准确度,特别是可以很好解决传统模拟实验台倾角以及工作面伪斜角较难调整的问题。实际应用中,不需要使用行车悬吊,节省劳动力,安全系数提高,缩小使用空间,实验耗费时间短,不仅可以进行水平煤层物理相似模拟实验,还可以搭建不同煤层倾角以及伪斜工作面的物理相似模拟实验,使物理相似模拟实验煤层倾角以及伪斜工作面布置实现更加容易。The invention satisfies the principle of similarity in simulation experiments, greatly improves the accuracy of experimental results, and can especially solve the problems that the inclination angle of the traditional simulation test bench and the pseudo-inclination angle of the working face are difficult to adjust. In practical applications, there is no need to use the crane suspension, which saves labor, improves the safety factor, reduces the use of space, and takes a short time for the experiment. Not only can the physical similarity simulation experiment of the horizontal coal seam be carried out, but also the physical simulation of different coal seam inclination angles and pseudo-inclined working faces can be built The similar simulation experiment makes it easier to realize the coal seam dip angle and pseudo-inclined working face layout in the physical similar simulation experiment.

虽然以上描述了本发明的具体实施方式,但是本领域熟练技术人员应当理解,这些仅是举例说明,可以对本实施方式做出多种变更或修改,而不背离本发明的原理和实质,本发明的保护范围仅由所附权利要求书限定。Although the specific embodiments of the present invention have been described above, those skilled in the art should understand that these are only examples, and various changes or modifications can be made to the embodiments without departing from the principle and essence of the present invention. The scope of protection is limited only by the appended claims.

Claims (9)

1. Two-way angularly adjustable three-dimensional physical analog simulation experiment platform, its characterized in that includes base, braced frame, vertical support and experimental frame, wherein:
the experimental frame comprises a chassis and a direction frame body fixedly arranged on the chassis, the chassis is arranged on the supporting frame and is in transmission connection with a rotary driving mechanism arranged on the supporting frame, and the rotary driving mechanism is used for driving the experimental frame to rotate on the supporting frame, so that the rotation angle of the experimental frame on the supporting frame is changed to simulate the pseudo-inclined angle of a coal face;
the vertical support is vertically arranged on one side of the base, a horizontal sliding guide device is arranged on the base, a vertical sliding guide device is arranged on the vertical support, the front side of the supporting frame is in sliding fit with the horizontal sliding guide device, the rear side of the supporting frame is in sliding fit with the vertical sliding guide device, a lifting driving mechanism is arranged on the vertical support, and is in transmission connection with the supporting frame and used for driving the supporting frame to move under the guidance of the horizontal sliding guide device and the vertical sliding guide device, so that the inclination angle of the experimental frame on the base is changed to simulate the true inclination angle of a coal face;
the experiment frame comprises an experiment frame body and is characterized in that a plurality of stress sensor mechanisms which are densely distributed on the chassis in a whole row are arranged in the direction frame body of the experiment frame body, the height of the top surface of each stress sensor mechanism is adjustable, a simulated coal bed is realized by adjusting the height of the stress sensor mechanism, and an upward observation hole is formed in the bottom of the stress sensor mechanism and used for observing the state of the simulated coal bed in an experiment.
2. The two-way angle-adjustable three-dimensional physical simulation experiment platform is characterized in that the vertical support is of a portal frame structure, the vertical support is erected on one side of the base through two upright posts, and the tops of the two upright posts are connected with a cross beam; the vertical sliding guide device comprises two parallel cylindrical guide rods, each cylindrical guide rod is close to one upright column, the smooth moving guide device comprises two parallel sliding rails, the front side of the supporting frame is in sliding fit with the sliding rails through rollers, the rear side of the supporting frame is in sliding fit with the cylindrical guide rods through pulleys, and the two cylindrical guide rods and the two sliding rails are located on the left side and the right side of the supporting frame.
3. The two-way angle-adjustable three-dimensional physical simulation experiment platform according to claim 1, wherein the lifting driving mechanism comprises a motor and two lead screws in transmission connection with the motor, the two lead screws are vertically arranged on the vertical support, nuts of the lead screws are connected with the supporting frame, and when the lead screws of the lead screws are driven to rotate by the motor, the supporting frame is driven to move under the guidance of the horizontal sliding guide device and the vertical sliding guide device.
4. The two-way angle-adjustable three-dimensional physical simulation experiment platform according to claim 1, wherein round holes corresponding to the observation holes of the stress sensor mechanism are penetrated through the chassis, and the state of the simulated coal bed is observed in the experiment through the round holes and the observation holes.
5. The two-way angle-adjustable three-dimensional physical analog simulation experiment platform according to claim 4, wherein the stress sensor mechanism comprises a bottom plate, a top plate, a wireless stress sensor, a bearing plate, a height adjusting screw and a locking screw, wherein the bottom plate and the top plate are respectively connected to the bottom and the top of the height adjusting screw, the wireless stress sensor is stacked on the top surface of the top plate, the bearing plate is stacked on the top surface of the wireless stress sensor, the observation hole is formed in the bottom plate, the locking screw penetrates through round holes in the observation hole and the chassis to fixedly connect the stress sensor mechanism with the chassis, and the locking screw is detached to be used for observing the state of the simulated coal seam in the experiment.
6. The two-way angle-adjustable three-dimensional physical simulation experiment platform according to claim 5, wherein a set of guide assemblies are respectively arranged on two sides of the height-adjusting screw, each guide assembly comprises a guide sleeve and a guide rod which are in sleeve connection and matched, the guide sleeve is connected with the bottom plate, and the guide rod is connected with the top plate.
7. The two-way angle-adjustable three-dimensional physical simulation experiment platform according to claim 1, wherein a locking mechanism is further arranged between the supporting frame and the experiment frame, and the locking mechanism is used for locking and fixing the experiment frame on the supporting frame after the rotation angle adjustment is completed.
8. An experimental method of a two-way angle-adjustable three-dimensional physical analogue simulation experiment platform according to any one of claims 1-7, comprising the following steps:
1) The stress sensor mechanism is fixedly arranged in the direction frame body and is fixedly connected with the chassis, the inclination angle of the experimental frame is adjusted under the drive of the lifting driving mechanism so as to enable the experimental frame to reach a required true inclination angle, and the rotation angle of the experimental frame on the supporting frame is adjusted under the drive of the rotation driving mechanism so as to enable the experimental frame to reach a required false inclination angle;
2) Paving model materials above the simulated coal bed layer by layer on the top surface of the stress sensor mechanism according to experimental requirements to form a model, and naturally airing after the model is paved;
3) After the model is completely air-dried, simulating coal seam exploitation, leaving at least 20cm of protection coal pillars at four boundaries of the model, determining the position of a working face open-cut hole, the position of a roadway and the mining area range, simulating coal mining by using a simulated cutting tool, performing height adjustment on a force sensor mechanism according to preset propelling speed along the propelling direction from the open-cut hole to simulate the propelling of the coal seam, and observing the roof collapse rule of the area through an observation hole in the force sensor mechanism after the height of the force sensor mechanism is reduced.
9. The method of claim 8, further comprising the steps of:
calculating static load to be simulated of the model before the experiment starts, calculating stress of the overlying strata, placing a pad plate with the size equivalent to the top surface of the model above the model after naturally air-drying the surface of the model, and placing a counterweight with the corresponding weight on the pad plate according to the calculated stress to simulate the pressure of the overlying strata, wherein the adopted dead weight stress has the following calculation formula:
σ=γH
wherein sigma is the dead weight stress of the overlying strata, gamma is the volume weight of the rock mass, and H is the thickness of the overlying strata.
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