CN114858383A - Stick smooth fault tunnel dislocation effect analogue test case - Google Patents

Stick smooth fault tunnel dislocation effect analogue test case Download PDF

Info

Publication number
CN114858383A
CN114858383A CN202210483881.1A CN202210483881A CN114858383A CN 114858383 A CN114858383 A CN 114858383A CN 202210483881 A CN202210483881 A CN 202210483881A CN 114858383 A CN114858383 A CN 114858383A
Authority
CN
China
Prior art keywords
dislocation
staggered
reciprocating
tunnel
plates
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202210483881.1A
Other languages
Chinese (zh)
Other versions
CN114858383B (en
Inventor
袁金秀
王道远
田小路
崔光耀
宋青波
康华
张奇
吕孟伟
孙梁
张红强
刘炳华
闫军
郝晓龙
李现者
章浩天
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
North China University of Technology
Fourth Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd
Hebei Jiaotong Vocational and Technical College
Hebei Communications Planning Design and Research Institute Co Ltd
Original Assignee
North China University of Technology
Fourth Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd
Hebei Jiaotong Vocational and Technical College
Hebei Communications Planning Design and Research Institute Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by North China University of Technology, Fourth Engineering Co Ltd of China Railway 16th Bureau Group Co Ltd, Hebei Jiaotong Vocational and Technical College, Hebei Communications Planning Design and Research Institute Co Ltd filed Critical North China University of Technology
Priority to CN202210483881.1A priority Critical patent/CN114858383B/en
Publication of CN114858383A publication Critical patent/CN114858383A/en
Application granted granted Critical
Publication of CN114858383B publication Critical patent/CN114858383B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M7/00Vibration-testing of structures; Shock-testing of structures
    • G01M7/02Vibration-testing by means of a shake table
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V9/00Prospecting or detecting by methods not provided for in groups G01V1/00 - G01V8/00

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geophysics (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

本发明提供黏滑断层隧道错动作用模拟试验箱,解决了现有的错动模型箱试验装置,只能够进行固定角度且单方向的错动模拟的问题。包括底座,底座顶部的左右两端均放置有试验箱,试验箱均由底板、矩形侧板和两个呈直角梯形的调节侧板组成,每个调节侧板的倾斜面上向其内部均开有错动扇形槽,每个错动扇形槽的内部均放置有错动扇形板,底座前后两侧面的中部均转动有调节摆杆,每个调节摆杆的左右两侧均开有错动槽,每个错动槽内均前后滑动安装有错动滑轨,每个错动调节板靠近摆动杆的一端均竖向滑动安装在对应的错动滑轨的内部。本发明中的两个试验箱之间的错动角度能够得到改变,能够进行不同角度方向的错动作用模拟试验。

Figure 202210483881

The invention provides a simulation test box for the dislocation action of a stick-slip fault tunnel, which solves the problem that the existing dislocation model box test device can only perform displacement simulation at a fixed angle and in one direction. Including the base, the left and right ends of the top of the base are placed with a test box. The test box is composed of a bottom plate, a rectangular side plate and two right-angled trapezoidal adjustment side plates. The inclined surface of each adjustment side plate is open to its interior. There are staggered fan-shaped grooves, and a staggered fan-shaped plate is placed inside each staggered fan-shaped groove. The middle of the front and rear sides of the base is rotated with an adjustment pendulum, and the left and right sides of each adjustment pendulum are provided with staggered grooves. Each staggered groove is slidably installed with staggered slide rails front and rear, and one end of each staggered adjustment plate close to the swing rod is vertically slidably installed inside the corresponding staggered slide rail. In the present invention, the misalignment angle between the two test boxes can be changed, and the misalignment action simulation test in different angular directions can be performed.

Figure 202210483881

Description

黏滑断层隧道错动作用模拟试验箱Simulation test box for stick-slip fault tunnel dislocation

技术领域technical field

本发明涉及隧道模拟技术领域,具体是黏滑断层隧道错动作用模拟试验箱。The invention relates to the technical field of tunnel simulation, in particular to a simulation test box for the dislocation action of a stick-slip fault tunnel.

背景技术Background technique

断层是一种地壳岩层因受地壳运动产生的压力或张力超过本身的强度而发生破裂,并沿破裂面发生相对移动的地质构造,断层大小不一、规模不等,断层带上往往岩石破碎,断层由断层面和断盘构成,断层面是岩块发生相对位移的破裂面,位于断层面之上的称为上盘,断层面之下的称为下盘,依据上下盘相对运动方式的不同,分为顷滑断层、走滑断层及斜向滑动断层。A fault is a geological structure in which the crustal rock layer ruptures due to the pressure or tension generated by the crustal movement exceeding its own strength, and moves relatively along the rupture surface. The fault is composed of a fault plane and a fault plate. The fault plane is the rupture plane where the rock blocks undergo relative displacement. The one above the fault plane is called the hanging wall, and the one below the fault plane is called the foot wall. , divided into Qing slip fault, strike slip fault and oblique slip fault.

岩块相对摩擦滑动有蠕滑和黏滑两种基本形式,黏滑错动是一种不稳定滑动,表现为断层上、下盘突发性的大变形错动,是造成跨断层地下结构破坏的主要因素。There are two basic forms of relative frictional sliding of rock blocks: creep and stick-slip. Stick-slip dislocation is a kind of unstable slip, which is characterized by sudden large deformation and dislocation of the upper and lower walls of the fault, which is the damage of the underground structure across the fault. main factor.

目前,我国很多城市正在大规模地进行地铁建设,但是诸如北京、乌鲁木齐及太原等都位于高烈度区,由于城市地铁工程走向取决于城市交通功能的需求,因此将不可避免地穿越活动断裂带,如北京地铁12号线穿过南口-孙河断裂带、黄庄-高丽营断裂带、南苑-通县断裂带,天津地铁滨海新区B1线一期金林道站-天津大道站区间隧道穿越海河断裂带,乌鲁木齐地铁1号线穿越九家湾、雅玛里克及西山等多个活动断裂带,太原地铁2号线穿越新城-亲贤断裂带等,跨活动断裂带隧道在断层黏滑错动作用下会遭受极大地损害和破坏,因此,通过模型试验平台,研究断层错动作用下真实反映隧道衬砌结构的破坏机制,成为丞待解决的关键问题。At present, many cities in my country are carrying out large-scale subway construction, but Beijing, Urumqi and Taiyuan are all located in high-intensity areas. Since the direction of urban subway projects depends on the needs of urban transportation functions, it will inevitably cross the active fault zone. For example, Beijing Metro Line 12 passes through the Nankou-Sunhe fault zone, the Huangzhuang-Gaoliying fault zone, and the Nanyuan-Tongxian fault zone, and the Tianjin Metro Binhai New Area Line B1 Phase I Jinlindao Station-Tianjin Avenue Station tunnel crosses the Haihe River The fault zone, Urumqi Metro Line 1 passes through multiple active fault zones such as Jiujiawan, Yamalik and Xishan, Taiyuan Metro Line 2 passes through the Xincheng-Qinxian fault zone, etc. The tunnel crossing the active fault zone is stick-slip on the fault. Therefore, it is a key problem to be solved to study the failure mechanism of the tunnel lining structure under the action of fault dislocation through the model test platform.

目前,国内现有的错动模型箱试验装置,只能够进行固定角度且单方向的错动模拟,且各实验模型箱中均采用千斤顶或液化系统加载装置,使得该实验加载装置只能以固定速率沿某一方向运动,无法模拟断层往复错动和运动速率的变化。At present, the existing staggered model box test devices in China can only perform staggered simulation of a fixed angle and one direction, and each experimental model box uses a jack or a liquefaction system loading device, so that the experimental loading device can only be fixed in a fixed angle. The velocity moves in a certain direction, and it is impossible to simulate the reciprocation of the fault and the change of the movement rate.

因此,本发明提供黏滑断层隧道错动作用模拟试验箱来解决上述问题。Therefore, the present invention provides a stick-slip fault tunnel dislocation simulation test box to solve the above problems.

发明内容SUMMARY OF THE INVENTION

针对上述情况,为克服现有技术之缺陷,本发明提供黏滑断层隧道错动作用模拟试验箱,有效的解决了现有的错动模型箱试验装置,只能够进行固定角度且单方向的错动模拟,且各实验模型箱中均采用千斤顶或液化系统加载装置,使得该实验加载装置只能以固定速率沿某一方向运动,无法模拟断层往复错动和运动速率的变化的问题。In view of the above situation, in order to overcome the defects of the prior art, the present invention provides a stick-slip fault tunnel dislocation simulation test box, which effectively solves the problem of the existing dislocation model box test device, which can only perform a fixed angle and unidirectional error In addition, jacks or liquefaction system loading devices are used in each experimental model box, so that the experimental loading device can only move in a certain direction at a fixed rate, and cannot simulate the problem of fault reciprocating dislocation and movement rate changes.

黏滑断层隧道错动作用模拟试验箱,包括底座,所述底座顶部的左右两端均放置有顶部开口且相互靠近的一侧开口的试验箱,每个所述试验箱均由底板、矩形侧板以及两个呈直角梯形的调节侧板组成,两个所述底板分别放置在底座顶部的左右两端,每个所述矩形侧板分别固定连接在两个底板相互远离的一端上,每两个调节侧板分别固定连接在底板的前后两端且其直角边与矩形侧板之间固定连接,两个所述矩形侧板之间贯穿并固定有隧道模型;A stick-slip fault tunnel dislocation simulation test box, including a base, the left and right ends of the top of the base are placed with a test box with a top opening and one side opening close to each other, each of the test boxes is composed of a bottom plate, a rectangular side The two bottom plates are respectively placed on the left and right ends of the top of the base, and each of the rectangular side plates is fixedly connected to one end of the two bottom plates away from each other. The adjusting side plates are respectively fixedly connected to the front and rear ends of the bottom plate, and the right-angle sides thereof are fixedly connected to the rectangular side plates, and a tunnel model is penetrated and fixed between the two rectangular side plates;

每个所述调节侧板的倾斜面上向其内部均开有呈扇形的错动扇形槽,每个所述错动扇形槽的内部均同轴滑动放置有呈扇形的错动扇形板,所述底座前后两侧面的中部均开有摆动槽,每个所述摆动槽内均转动安装有位于底座上方的调节摆杆,两个所述调节摆杆之间同轴固定连接有摆杆轴,每个所述调节摆杆的左右两侧均开有错动槽,每个所述错动槽内均前后滑动安装有横截面呈“U”型的错动滑轨,每个所述错动滑轨的前后两侧面与错动槽的前后内壁之间连接有多个错动弹簧,每个所述错动调节板靠近摆动杆的一端均竖向滑动安装在对应的错动滑轨的内部;A fan-shaped staggered fan-shaped groove is opened on the inclined surface of each adjustment side plate toward the inside thereof, and a fan-shaped staggered fan-shaped plate is coaxially slid inside each of the staggered fan-shaped grooves. There are swing grooves in the middle of the front and rear sides of the base, and an adjustment swing rod located above the base is rotatably installed in each of the swing grooves, and a swing rod shaft is coaxially and fixedly connected between the two adjustment swing rods. There are staggered grooves on the left and right sides of each adjustment pendulum, and each of the staggered grooves is slidably installed with a “U”-shaped staggered slide rail in cross-section. A plurality of staggered springs are connected between the front and rear sides of the slide rail and the front and rear inner walls of the staggered groove, and one end of each of the staggered adjustment plates close to the swing rod is vertically slidably installed inside the corresponding staggered slide rail ;

每个所述调节侧板朝向底座外侧的一面上均开有与错动扇形槽贯通且呈弧形的错动定位槽,每个所述错动调节板的侧面上均固定连接有位于对应的错动定位槽内部的定位螺栓,每个所述定位螺栓上均螺纹连接有定位螺套,每个所述调节侧板的侧面上均开有多个均匀分布于错动定位槽两侧的定位孔,每个所述定位螺套面向调节侧板的一面上同轴转动连接有定位环,每个所述定位环上均连接有两个定位销,所述底座的内部安装有位于两个试验箱下方的错动驱动装置。The side of each adjustment side plate facing the outer side of the base is provided with an arc-shaped dislocation positioning slot that passes through the dislocation fan-shaped groove, and a side surface of each dislocation adjustment plate is fixedly connected with a corresponding The positioning bolts inside the staggered positioning grooves, each of the positioning bolts is threadedly connected with a positioning screw sleeve, and the side surfaces of each of the adjustment side plates are provided with a plurality of positioning bolts evenly distributed on both sides of the staggered positioning grooves A positioning ring is connected coaxially to the side of each positioning screw sleeve facing the adjustment side plate, and each positioning ring is connected with two positioning pins. Staggered drive under the box.

优选的,所述摆杆轴的前端同轴固定连接有摆杆蜗轮,所述底座的前侧面上固定安装有摆杆电机,所述摆杆电机的转动轴上固定连接有与摆杆蜗轮啮合的摆杆蜗杆。Preferably, the front end of the swing rod shaft is coaxially fixedly connected with a swing rod worm wheel, a swing rod motor is fixedly installed on the front side of the base, and a swing rod worm wheel is fixedly connected to the rotating shaft of the swing rod motor. of the pendulum worm.

优选的,所述底座的顶部开有两个分别位于两个底板相互靠近一端的下方的防漏槽,两个所述防漏槽内均上下滑动安装有防漏板,每个所述防漏板的底部与防漏槽的底部之间均连接有防漏弹簧,每个所述调节侧板与底座之间均固定连接有复位拉簧。Preferably, the top of the base is provided with two anti-leakage grooves, which are respectively located below one end of the two bottom plates that are close to each other, and two anti-leakage grooves are installed with anti-leakage plates slidably up and down. A leak-proof spring is connected between the bottom of the plate and the bottom of the leak-proof groove, and a return tension spring is fixedly connected between each adjustment side plate and the base.

优选的,所述底座的顶部开有两个分别位于两个底板下方的驱动槽,每个所述驱动槽的前后侧面之间均转动安装有错动凸轮轴,每个所述底板的底部固定连接有两个限位板,所述错动凸轮轴上同轴滑动安装有两个位于两个限位板之间的错动凸轮,所述错动凸轮轴的前端贯穿底座与固定安装在底座前侧面上的凸轮电机连接。Preferably, the top of the base is provided with two drive slots located under the two bottom plates respectively, and a staggered camshaft is rotatably installed between the front and rear sides of each of the drive slots, and the bottom of each of the bottom plates is fixed Two limit plates are connected, and two staggered cams located between the two limit plates are slidably installed on the staggered camshaft. The front end of the staggered camshaft penetrates through the base and is fixedly installed on the base. Cam motor connection on the front side.

优选的,每个所述驱动槽的前后侧面之间均转动安装有位于错动凸轮轴下方的往复驱动轴,所述往复驱动轴上同轴固定安装有往复杆,所述往复杆的外表面上开有往复螺旋槽,每个所述驱动槽的左右两侧面上均开有往复滑槽,两个所述往复滑槽之间滑动安装有位于两个错动凸轮之间的往复滑板,所述往复滑板的底部固定连接有位于往复螺旋槽内的往复销,所述往复驱动轴的前端贯穿底座与固定安装在底座前侧面上的往复电机连接。Preferably, a reciprocating drive shaft located below the staggered camshaft is rotatably installed between the front and rear sides of each of the drive slots, and a reciprocating rod is coaxially fixed on the reciprocating drive shaft, and the outer surface of the reciprocating rod There are reciprocating spiral grooves on the top, and reciprocating chutes are opened on the left and right sides of each of the driving grooves. The bottom of the reciprocating slide plate is fixedly connected with a reciprocating pin located in the reciprocating spiral groove, and the front end of the reciprocating drive shaft penetrates through the base and is connected to the reciprocating motor fixed on the front side of the base.

优选的,两个所述矩形侧板的中部均贯穿有隧道安装孔,两个所述隧道安装孔的内侧面上安装有气囊,两个所述矩形侧板朝向底座外侧的一面上均固定安装有与隧道安装孔同轴的夹持环,所述夹持环的内外侧面之间贯穿并螺纹连接有多个加持螺栓,每个所述加持螺栓位于夹持环内部的一端均转动连接有夹持橡胶球,所述隧道模型处于多个夹持橡胶球之间。Preferably, tunnel installation holes are formed in the middle of the two rectangular side plates, airbags are installed on the inner sides of the two tunnel installation holes, and the two rectangular side plates are fixedly installed on the side facing the outer side of the base. There is a clamping ring coaxial with the tunnel installation hole, a plurality of holding bolts are threaded between the inner and outer sides of the holding ring, and each of the holding bolts is rotatably connected with a clamp at one end inside the clamping ring. Holding rubber balls, the tunnel model is between a plurality of holding rubber balls.

黏滑断层隧道错动作用模拟试验箱的使用方法为:a.隧道模型固定:将隧道模型从两个夹持环之间穿过,并使用多个加持螺栓对隧道模型进行夹持固定,然后对两个气囊进行充气,使得气囊对隧道模型外侧进行密封;The use of the stick-slip fault tunnel dislocation simulation test box is as follows: a. Tunnel model fixation: Pass the tunnel model between the two clamping rings, and use multiple holding bolts to clamp and fix the tunnel model, then Inflate the two air bags so that the air bags seal the outside of the tunnel model;

b.调节错动作用模拟试验的角度:转动四个定位螺套使得多个定位销均与定位孔分离,启动摆杆电机带动摆杆蜗杆和摆杆蜗轮转动对两个调节摆杆的角度进行调节,两个调节摆杆摆动时,能够带动其中两个错动扇形板向对应的两个错动扇形槽内部收缩,另外两个错动扇形板则从对应的两个错动扇形槽内部滑出,调节摆杆的角度调节完毕后,转动四个定位螺套使得多个定位销再次插入对应的定位孔内进行固定,然后可向两个试验箱内部填充模拟隧道围岩的材料,模拟围岩材料为河砂和锯末按照5:1的比例制作;b. Adjust the angle of the misoperation simulation test: rotate the four positioning screw sleeves to separate the positioning pins from the positioning holes, start the swing rod motor to drive the swing rod worm and the swing rod worm wheel to rotate to adjust the angles of the two swing rods Adjustment, when the two adjustment pendulums swing, it can drive two of the staggered sector plates to shrink into the corresponding two staggered sector slots, and the other two staggered sector plates slide from the inside of the corresponding two staggered sector slots. After adjusting the angle of the pendulum rod, turn the four positioning screw sleeves so that the positioning pins are inserted into the corresponding positioning holes again for fixing. The rock material is river sand and sawdust in a ratio of 5:1;

c.竖向错动作用模拟试验的驱动:上述工作准备完毕后,可开启一侧的凸轮电机带动两个错动凸轮转动,两个错动凸轮转动时能够对位于其上方的试验箱提供向上且连续的推力(此试验箱模拟断层上盘,可活动,另一个试验箱模拟断层下盘,不活动),试验箱受到向上的推力时能够带动两个错动扇形板在两个错动滑轨内沿着错动滑轨的方向滑动进行错动,从而实现隧道竖向错动作用的模拟试验;c. Driving of the vertical staggered action simulation test: After the above work is completed, the cam motor on one side can be turned on to drive the two staggered cams to rotate. When the two staggered cams rotate, they can provide upward movement to the test box located above them. And continuous thrust (this test box simulates the upper wall of the fault, which is movable, and the other test box simulates the lower wall of the fault, which is inactive), when the test box is pushed upward, it can drive the two staggered sector plates to slide in the two staggered sectors. The rail slides along the direction of the staggered slide rail for staggering, so as to realize the simulation test of the vertical staggering effect of the tunnel;

c. 横向错动作用模拟试验的驱动:可开启一侧的往复电机带动往复杆转动,往复杆转动时能够通过往复螺旋槽带动往复销和往复滑板前后移动,从而带动两个错动凸轮在错动凸轮轴上前后移动,两个错动凸轮前后移动时通过位于其两侧的限位板带动整个试验箱进行前后方向的移动,该试验箱上的两个错动扇形板则带动错动滑轨在错动槽内前后移动,从而实现隧道横向错动作用的模拟试验。c. Driving of the simulation test of lateral misalignment: the reciprocating motor on the open side drives the reciprocating rod to rotate. When the reciprocating rod rotates, it can drive the reciprocating pin and the reciprocating slide plate to move back and forth through the reciprocating spiral groove, thereby driving the two misaligned cams to move in the wrong direction. The moving camshaft moves back and forth. When the two staggered cams move back and forth, the limit plates on both sides of the two staggered cams drive the entire test box to move forward and backward. The two staggered sector plates on the test box drive the staggered slide. The rail moves back and forth in the stagger groove, so as to realize the simulation test of the lateral stagger of the tunnel.

本发明与现有技术相比,有以下优点:Compared with the prior art, the present invention has the following advantages:

1.本发明中的两个试验箱能够通过对调节摆杆的角度调节,实现对四个错动扇形板的调节,使得两个试验箱之间的错动角度得到改变,能够进行不同角度方向的错动作用模拟试验;1. The two test boxes in the present invention can realize the adjustment of the four staggered sector plates by adjusting the angle of the adjustment pendulum rod, so that the staggered angle between the two test boxes can be changed, and different angular directions can be performed. The erroneous action simulation test;

2.通过前后滑动安装在四个错动槽内的错动滑轨,当对试验箱施加前后方向的驱动力时,能够使得两个试验箱进行前后方向的错动作用模拟试验;2. By sliding the staggered rails installed in the four staggered grooves back and forth, when the driving force in the front and rear directions is applied to the test box, the two test boxes can be simulated for the staggered action in the front and rear directions;

3.通过错动凸轮的转动能够连续的为试验箱提供向上的推力,使得试验箱和错动扇形板能够沿着错动滑轨,从而进行两个试验箱上下方向的错动作用的模拟,当转动往复杆时能够通过往复滑板带动错动凸轮前后移动,从而带动试验箱、错动扇形板和错动滑轨在错动槽内前后移动,从而实现两个试验箱之间的前后方向的错动作用的模拟;3. The rotation of the staggered cam can continuously provide upward thrust for the test box, so that the test box and the staggered sector plate can move along the staggered slide rail, so as to simulate the staggered action of the two test boxes in the upper and lower directions. When the reciprocating rod is rotated, the staggered cam can be moved back and forth through the reciprocating slide plate, thereby driving the test box, the staggered sector plate and the staggered slide rail to move back and forth in the staggered groove, so as to realize the forward and backward direction between the two test boxes. Simulation of wrong action;

4、试验箱向上错动时,防漏板在防漏弹簧的作用下同时向上升起,其顶面始终与试验箱的底部接触,防止试验箱内部的模拟围岩材料到达试验箱的下方,使得试验箱无法复位。4. When the test box moves upward, the leak-proof plate rises simultaneously under the action of the leak-proof spring, and its top surface is always in contact with the bottom of the test box to prevent the simulated surrounding rock material inside the test box from reaching the bottom of the test box. The test box cannot be reset.

附图说明Description of drawings

图1为本发明的立体示意图。FIG. 1 is a schematic perspective view of the present invention.

图2为本发明的前视示意图。Figure 2 is a schematic front view of the present invention.

图3为本发明调节侧板中的错动扇形槽和错动扇形板的结构示意图。3 is a schematic structural diagram of the staggered fan-shaped groove and the staggered fan-shaped plate in the adjustment side plate of the present invention.

图4为本发明底座的前视剖面示意图。FIG. 4 is a schematic cross-sectional front view of the base of the present invention.

图5为本发明调节摆杆、错动滑轨以及错动扇形板之间的结构示意图。FIG. 5 is a schematic structural diagram of adjusting the pendulum rod, the staggered slide rail and the staggered sector plate according to the present invention.

图6为本发明定位螺套、定位孔以及定位销的结构示意图。6 is a schematic structural diagram of a positioning screw sleeve, a positioning hole and a positioning pin of the present invention.

图7为本发明错动凸轮和往复杆的结构安装示意图。7 is a schematic diagram of the structure and installation of the staggered cam and the reciprocating rod of the present invention.

图8为本发明错动凸轮和往复杆的结构剖面示意图。8 is a schematic cross-sectional view of the structure of the staggered cam and the reciprocating rod of the present invention.

图9为本发明夹持环和隧道模型之间的结构示意图。FIG. 9 is a schematic diagram of the structure between the clamping ring and the tunnel model of the present invention.

图10为本发明多个加持螺栓对拱顶隧道进行夹持固定的平面示意图。FIG. 10 is a schematic plan view of a plurality of holding bolts of the present invention for clamping and fixing a vaulted tunnel.

图11为本发明多个加持螺栓对圆形隧道进行夹持固定的平面示意图。FIG. 11 is a schematic plan view of a circular tunnel being clamped and fixed by a plurality of holding bolts according to the present invention.

具体实施方式Detailed ways

有关本发明的前述及其他技术内容、特点与功效,在以下配合参考附图1至图11对实施例的详细说明中,将可清楚的呈现。以下实施例中所提到的结构内容,均是以说明书附图为参考。The foregoing and other technical contents, features and effects of the present invention will be clearly presented in the following detailed description of the embodiments with reference to FIGS. 1 to 11 . The structural contents mentioned in the following embodiments are all referenced to the accompanying drawings.

下面将参照附图描述本发明的各示例性的实施例。Exemplary embodiments of the present invention will be described below with reference to the accompanying drawings.

实施例一,本发明为黏滑断层隧道错动作用模拟试验箱,包括底座1,所述底座1顶部的左右两端均放置有顶部开口且相互靠近的一侧开口的试验箱2,每个所述试验箱2均由底板201、矩形侧板202以及两个呈直角梯形的调节侧板203组成,两个所述底板201分别放置在底座1顶部的左右两端,且相互靠近的一端之间留有一定的距离,每个所述矩形侧板202分别固定连接在两个底板201相互远离的一端上,每两个调节侧板203分别固定连接在底板201的前后两端且其直角边与矩形侧板202之间固定连接,两个所述矩形侧板202之间贯穿并固定有隧道模型01;Embodiment 1, the present invention is a stick-slip fault tunnel dislocation simulation test box, including a base 1, and the left and right ends of the top of the base 1 are placed with a test box 2 with an open top and an opening on one side close to each other. The test box 2 is composed of a bottom plate 201, a rectangular side plate 202 and two right-angled trapezoidal adjustment side plates 203. The two bottom plates 201 are respectively placed on the left and right ends of the top of the base 1, and one of the ends that are close to each other. There is a certain distance between them, each of the rectangular side plates 202 is fixedly connected to one end of the two bottom plates 201 away from each other, and each of the two adjustment side plates 203 is respectively fixed to the front and rear ends of the bottom plate 201. It is fixedly connected with the rectangular side plates 202, and the tunnel model 01 is penetrated and fixed between the two rectangular side plates 202;

每个所述调节侧板203的倾斜面上向其内部均开有呈扇形的错动扇形槽3,每个所述错动扇形槽3的内部均同轴滑动放置有呈扇形的错动扇形板4,错动扇形板4能够向错动扇形槽3内部滑动,也能够从错动扇形槽3内向外滑动,所述底座1前后两侧面的中部均开有摆动槽5,摆动槽5位于两个底板201之间,每个所述摆动槽5内均转动安装有位于底座1上方的调节摆杆6,两个调节摆杆6能够在调节侧板203之间摆动,调节摆杆6向左摆动时其左侧面能够与左侧的两个调节侧板203的斜面贴合,调节摆杆6向右摆动时其右侧面能够与右侧的两个调节侧板203的斜面贴合,两个所述调节摆杆6之间同轴固定连接有摆杆轴7,摆杆轴7能够使得两个调节摆杆6同步摆动,每个所述调节摆杆6的左右两侧均开有错动槽8,每个所述错动槽8内均前后滑动安装有横截面呈“U”型的错动滑轨9,每个错动滑槽9均能够在错动槽8内前后滑动,每个所述错动滑轨9的前后两侧面与错动槽8的前后内壁之间连接有多个错动弹簧10,错动滑轨9在两侧的错动弹簧10的作用下能够始终处于错动槽8的中部,错动滑轨9在错动槽8内前后滑动时能够压缩错动弹簧10,每个所述错动扇形板4靠近摆动杆5的一端均竖向滑动安装在对应的错动滑轨9的内部,错动扇形板4能够在错动滑轨9内上下滑动,如附图1所示,两个调节摆杆6和四个错动扇形板4使得两个试验箱2之间形成一个完整的大实验箱,当两个调节摆杆6向左侧摆动时,能够带动位于其左侧的两个错动扇形板4向左侧的两个错动扇形槽3内部滑动,其右侧的两个错动扇形板4则从右侧的两个错动扇形槽3内外滑动,从而调节两个试验箱2之间错动作用的角度;A fan-shaped staggered sector slot 3 is opened on the inclined surface of each adjusting side plate 203 toward the inside thereof, and a fan-shaped staggered sector is placed in the interior of each staggered sector slot 3 in a coaxial sliding manner. Plate 4, the staggered sector plate 4 can slide to the inside of the staggered sector slot 3, and can also slide from the inside of the staggered sector slot 3 to the outside. Between the two bottom plates 201, each swing slot 5 is rotatably installed with an adjustment swing rod 6 located above the base 1, the two adjustment swing rods 6 can swing between the adjustment side plates 203, and the adjustment swing rod 6 is rotatable. When swinging to the left, its left side can be in contact with the inclined surfaces of the two adjustment side plates 203 on the left side. , a pendulum shaft 7 is coaxially and fixedly connected between the two adjustment pendulum rods 6, and the pendulum rod shaft 7 can make the two adjustment pendulum rods 6 swing synchronously, and the left and right sides of each adjustment pendulum rod 6 are open There are staggered grooves 8, and each of the staggered grooves 8 is slidably installed with a “U”-shaped staggered slide rail 9 in cross-section, and each staggered chute 9 can be moved back and forth in the staggered groove 8. Sliding, a plurality of staggered springs 10 are connected between the front and rear sides of each of the staggered slide rails 9 and the front and rear inner walls of the staggered groove 8, and the staggered slide rails 9 are under the action of the staggered springs 10 on both sides. It can always be in the middle of the staggered slot 8, and the staggered slide rail 9 can compress the staggered spring 10 when sliding back and forth in the staggered slot 8. Each end of the staggered sector plate 4 close to the swing rod 5 slides vertically. Installed inside the corresponding staggered slide rail 9, the staggered sector plate 4 can slide up and down in the staggered slide rail 9, as shown in FIG. A complete large experimental box is formed between the two test boxes 2. When the two adjustment pendulums 6 swing to the left, they can drive the two staggered sector plates 4 located on the left side to move to the left. The fan-shaped slot 3 slides inside, and the two staggered sector plates 4 on the right side slide inside and outside the two staggered sector-shaped slots 3 on the right side, thereby adjusting the angle of the staggered action between the two test boxes 2;

每个所述调节侧板203朝向底座1外侧的一面上均开有与错动扇形槽3贯通且呈弧形的错动定位槽11,错动定位槽11与错动扇形槽3同轴设置,每个所述错动调节板4的侧面上均固定连接有位于对应的错动定位槽11内部的定位螺栓12,当错动扇形板4下错动扇形槽3内同轴移动时,能够带动定位螺栓12在错动定位槽11内进行移动,每个所述定位螺栓12上均螺纹连接有定位螺套13定位螺套13能够在定位螺栓12上转动并轴向移动,每个所述调节侧板203的侧面上均开有多个均匀分布于错动定位槽11两侧的定位孔14,每个所述定位螺套13面向调节侧板203的一面上同轴转动连接有定位环15,定位环15能够在定位螺套13上自转,每个所述定位环15上均连接有两个定位销16,当调节摆杆6的角度调节完毕后,需要将四个错动扇形板4分半与对应的调节侧板203之间进行固定,此时可转动四个定位螺套13向定位孔14的方向移动,使得两个定位销16能够进去对应的两个定位孔14内,然后继续转动定位螺套13使得定位销16完全插入定位孔14内即可实现固定,此时每个试验箱2与对应的两个错动扇形板4之间形成一体,所述底座1的内部安装有位于两个试验箱2下方的错动驱动装置,错动驱动装置能够对两个试验箱2提供错动力;The side of each adjusting side plate 203 facing the outer side of the base 1 is provided with an arc-shaped staggered positioning slot 11 penetrating through the staggered sector slot 3 , and the staggered positioning slot 11 and the staggered sector slot 3 are coaxially arranged , the side surfaces of each of the staggered adjustment plates 4 are fixedly connected with positioning bolts 12 located inside the corresponding staggered positioning grooves 11. When the staggered sector plate 4 moves coaxially in the staggered sector groove 3, it can The positioning bolts 12 are driven to move in the staggered positioning grooves 11. Each positioning bolt 12 is threadedly connected with a positioning screw sleeve 13. The positioning screw sleeve 13 can rotate on the positioning bolt 12 and move axially. The side of the adjustment side plate 203 is provided with a plurality of positioning holes 14 evenly distributed on both sides of the staggered positioning groove 11, and a positioning ring is coaxially connected to the side of each of the positioning screw sleeves 13 facing the adjustment side plate 203. 15. The positioning ring 15 can rotate on the positioning screw sleeve 13, and each of the positioning rings 15 is connected with two positioning pins 16. After the adjustment of the angle of the pendulum rod 6 is completed, the four staggered sector plates need to be moved. 4 and a half and the corresponding adjustment side plate 203 are fixed. At this time, the four positioning screw sleeves 13 can be rotated to move in the direction of the positioning holes 14, so that the two positioning pins 16 can enter the corresponding two positioning holes 14. Then, continue to rotate the positioning screw sleeve 13 so that the positioning pin 16 is completely inserted into the positioning hole 14 to achieve fixing. At this time, each test box 2 and the corresponding two staggered sector plates 4 are integrated. A staggered drive device is installed below the two test boxes 2, and the staggered drive device can provide staggered power to the two test boxes 2;

在使用时,首先将隧道模型01横穿并固定在两个试验箱2之间,然后对调节摆杆6的角度进行调节,使得四个错动扇形板4随着两个调节摆杆6在四个错动扇形槽3内移动,错动角度调节完毕后,通过定位螺栓13对四个错动扇形板4与对应的调节侧板203之间进行固定,然后向两个试验箱2的内部放入模拟围岩的材料,模拟围岩材料为河砂和锯末按照5:1的比例制作,并在试验箱2内部捣实,启动错动驱动装置即可对位于其上方的试验箱2提供向上且连续的推力(其中一个试验箱2模拟断层上盘,可活动,另一个试验箱2模拟断层下盘,不活动,两个试验箱2可交替使用进行错动试验),试验箱2受到向上的推力后能够向上移动,但由于与试验箱2固定连接的两个错动扇形板4的一端与错动滑轨9之间竖向滑动连接,因此此时试验箱2受到向上的力时会带动两个错动扇形板4沿着两个错动滑轨9的方向进行滑动,即与另一个试验箱2之间进行错动作用,改变调节摆杆6的角度即可改变两个试验箱2之间的错动角度;When in use, firstly, the tunnel model 01 is traversed and fixed between the two test boxes 2, and then the angle of the adjustment pendulum rod 6 is adjusted, so that the four staggered sector plates 4 follow the two adjustment pendulum rods 6. The four staggered fan-shaped grooves 3 are moved in, and after the adjustment of the staggered angle is completed, the four staggered sector plates 4 and the corresponding adjustment side plates 203 are fixed by the positioning bolts 13, and then moved to the inside of the two test boxes 2. Put in the material of the simulated surrounding rock. The simulated surrounding rock material is made of river sand and sawdust in a ratio of 5:1, and is tamped inside the test box 2, and the staggered drive device is activated to provide the test box 2 located above it. Upward and continuous thrust (one of the test boxes 2 simulates the upper wall of the fault and is movable, and the other test box 2 simulates the lower wall of the fault, which is inactive, and the two test boxes 2 can be used alternately for staggered tests), and the test box 2 is subjected to After the upward thrust, it can move upward, but because one end of the two staggered sector plates 4 fixedly connected with the test box 2 is vertically slidably connected with the staggered slide rail 9, when the test box 2 is subjected to an upward force at this time It will drive the two staggered sector plates 4 to slide along the direction of the two staggered slide rails 9, that is, perform a staggered action with another test box 2, and change the angle of the adjustment pendulum 6 to change the two tests. The staggered angle between boxes 2;

当错动驱动装置为试验箱2提供前后方向的力时,其中一个试验箱2将前后移动,从而带动与其固定连接的两个错动扇形板4前后移动,从而带动两个错动滑轨9在两个错动槽8内部前后滑动,并压缩错动滑轨9前后两侧的错动弹簧10,使得两个试验箱2之间实现前后方向的错动作用。When the staggered driving device provides the test box 2 with force in the front and rear directions, one of the test boxes 2 will move forward and backward, thereby driving the two staggered sector plates 4 fixedly connected to it to move forward and backward, thereby driving the two staggered slide rails 9 It slides back and forth inside the two staggered grooves 8 and compresses the staggered springs 10 on the front and rear sides of the staggered slide rail 9 , so that the two test boxes 2 can realize the staggered action in the front and rear directions.

实施例二,在实施例一的基础上,所述摆杆轴7的前端同轴固定连接有摆杆蜗轮17,摆杆蜗轮17转动时能够带动摆杆轴7和两个调节摆杆6同步转动,所述底座1的前侧面上固定安装有摆杆电机18,摆杆电机18连接有供电电源和控制器,所述摆杆电机18的转动轴上固定连接有与摆杆蜗轮17啮合的摆杆蜗杆19,摆杆电机18能够带动摆杆蜗杆19转动,从而带动摆杆蜗轮17转动,在底座1上位于调节摆杆6下方的位置可设置角度刻度线,方便进行角度的调节。Embodiment 2, on the basis of Embodiment 1, the front end of the swing rod shaft 7 is coaxially fixedly connected with a swing rod worm wheel 17, and the swing rod worm wheel 17 can drive the swing rod shaft 7 and the two adjustment swing rods 6 to synchronize when rotating. Rotating, the front side of the base 1 is fixedly installed with a swing rod motor 18, the swing rod motor 18 is connected with a power supply and a controller, and the rotating shaft of the swing rod motor 18 is fixedly connected with the swing rod worm gear 17. The pendulum worm 19 and the pendulum motor 18 can drive the pendulum worm 19 to rotate, thereby driving the pendulum worm wheel 17 to rotate, and an angle scale line can be set on the base 1 at the position below the adjustment pendulum 6 to facilitate the adjustment of the angle.

实施例三,在实施例二的基础上,所述底座1的顶部开有两个分别位于两个底板201相互靠近一端的下方的防漏槽20,两个所述防漏槽20内均上下滑动安装有防漏板21,每个所述防漏板21的底部与防漏槽20的底部之间均连接有防漏弹簧22,当试验箱2向上移动时,其底部的防漏板21在防漏弹簧22的弹力下同时向上滑动,试验箱2向下移动时能够将防漏板21压入防漏槽20内,使得防漏板21 顶面始终与底板201贴合,避免了在试验箱2抬起时内部的模拟围岩的材料滚落至底板201下方,造成试验箱2无法向底座1的顶面上复位以及模拟围岩材料泄露的情况,每个所述调节侧板203与底座1之间均固定连接有复位拉簧23,试验箱2向上移动或者前后移动时,复位拉簧23均会被拉长蓄力,从而帮助试验箱2向底座1的顶面上进行复位。Embodiment 3, on the basis of Embodiment 2, the top of the base 1 is provided with two anti-leakage grooves 20 located below one end of the two bottom plates 201 that are close to each other, and the two anti-leakage grooves 20 are both up and down. A leak-proof plate 21 is slidably installed, and a leak-proof spring 22 is connected between the bottom of each leak-proof plate 21 and the bottom of the leak-proof groove 20. When the test box 2 moves upward, the leak-proof plate 21 at the bottom of the leak-proof plate 21 Under the elastic force of the leak-proof spring 22, the leak-proof plate 21 can be pressed into the leak-proof groove 20 when the test box 2 moves downwards, so that the top surface of the leak-proof plate 21 is always in contact with the bottom plate 201, and the leakage prevention plate 21 is always in contact with the bottom plate 201. When the test box 2 is lifted, the material inside the simulated surrounding rock rolls down to the bottom plate 201, which causes the test box 2 to fail to reset to the top surface of the base 1 and simulates the leakage of surrounding rock materials. Each of the adjustment side plates 203 A reset tension spring 23 is fixedly connected with the base 1. When the test box 2 moves up or back and forth, the reset tension spring 23 will be stretched and stored, thereby helping the test box 2 to reset to the top surface of the base 1. .

实施例四,在实施例三的基础上,所述错动驱动装置,包括底座1的顶部开设的两个分别位于两个底板201下方的驱动槽24,每个所述驱动槽24的前后侧面之间均转动安装有错动凸轮轴25,每个所述底板201的底部固定连接有两个限位板26,所述错动凸轮轴25上同轴滑动安装有两个位于两个限位板26之间的错动凸轮27,错动凸轮轴25能够带动两个错动凸轮27转动,从而对试验箱2提供向上的推力,两个错动凸轮27能够在错动凸轮轴25上轴向滑动,从而推动两个限位板26使得试验箱2能够前后移动,所述错动凸轮轴25的前端贯穿底座1与固定安装在底座1前侧面上的凸轮电机28连接,凸轮电机28连接有供电电源和控制器,启动凸轮电机28即可带动两个错动凸轮27转动。Embodiment 4, on the basis of Embodiment 3, the staggered drive device includes two drive slots 24 opened on the top of the base 1 and located under the two bottom plates 201 respectively. The front and rear sides of each of the drive slots 24 are A staggered camshaft 25 is rotatably installed therebetween, two limit plates 26 are fixedly connected to the bottom of each bottom plate 201, and two limit plates 26 are coaxially slidably mounted on the staggered camshaft 25. The staggered cam 27 between the plates 26, the staggered camshaft 25 can drive the two staggered cams 27 to rotate, thereby providing an upward thrust to the test box 2, and the two staggered cams 27 can rotate on the staggered camshaft 25. Sliding in the direction to push the two limit plates 26 so that the test box 2 can move back and forth. The front end of the staggered camshaft 25 penetrates through the base 1 and is connected to the cam motor 28 fixedly installed on the front side of the base 1. The cam motor 28 is connected With a power supply and a controller, starting the cam motor 28 can drive the two staggered cams 27 to rotate.

实施例五,在实施例四的基础上,每个所述驱动槽24的前后侧面之间均转动安装有位于错动凸轮轴25下方的往复驱动轴29,所述往复驱动轴29上同轴固定安装有往复杆30,往复驱动轴29能够带动往复杆30转动,所述往复杆30的外表面上开有往复螺旋槽31,往复螺旋槽31有两条螺旋槽组成,且两条螺旋槽的首部相连通,尾部相连通,每个所述驱动槽24的左右两侧面上均开有往复滑槽32,两个所述往复滑槽32之间滑动安装有位于两个错动凸轮27之间的往复滑板33,往复滑板33前后滑动时能够推动两个错动凸轮27前后移动,两个错动凸轮27前后移动时能够推动两个限位板26,从而带动试验箱2前后移动,所述往复滑板33的底部固定连接有位于往复螺旋槽31内的往复销34,往复杆30转动时能够通过往复螺旋槽31和往复销34的配合从而带动往复滑板33前后移动,所述往复驱动轴29的前端贯穿底座1与固定安装在底座1前侧面上的往复电机40连接,所述往复电机40连接有供电电源和控制器,启动往复电机40即可实现试验箱的前后错动,当同时启动凸轮电机28和往复电机40时,错动凸轮27转动对试验箱2提供向上的推力的同时,也会前后移动为试验箱2提供前后的推力,从而实现多个方向的错动作用的模拟。In the fifth embodiment, on the basis of the fourth embodiment, a reciprocating drive shaft 29 located under the staggered camshaft 25 is rotatably installed between the front and rear sides of each of the drive slots 24, and the reciprocating drive shaft 29 is coaxially mounted. A reciprocating rod 30 is fixedly installed, and the reciprocating drive shaft 29 can drive the reciprocating rod 30 to rotate. The outer surface of the reciprocating rod 30 is provided with a reciprocating spiral groove 31, and the reciprocating spiral groove 31 is composed of two spiral grooves, and the two spiral grooves The head part is connected, and the tail part is connected. Each of the left and right sides of the drive groove 24 is provided with a reciprocating chute 32, and between the two reciprocating chute 32 is slidably installed between the two staggered cams 27 There is a reciprocating slide plate 33 between the two. When the reciprocating slide plate 33 slides back and forth, it can push the two staggered cams 27 to move back and forth. The bottom of the reciprocating slide plate 33 is fixedly connected with a reciprocating pin 34 located in the reciprocating helical groove 31. When the reciprocating rod 30 rotates, the reciprocating helical groove 31 and the reciprocating pin 34 can cooperate to drive the reciprocating slide plate 33 to move back and forth. The reciprocating drive shaft The front end of 29 penetrates the base 1 and is connected with the reciprocating motor 40 fixedly installed on the front side of the base 1. The reciprocating motor 40 is connected with a power supply and a controller, and the reciprocating motor 40 can be started to realize the front and rear movement of the test box. When starting the cam motor 28 and the reciprocating motor 40, the staggered cam 27 rotates to provide upward thrust to the test box 2, and it also moves forward and backward to provide forward and backward thrust for the test box 2, thereby realizing the simulation of the staggered action in multiple directions. .

实施例六,在实施例五的基础上,两个所述矩形侧板202的中部均贯穿有隧道安装孔35,两个所述隧道安装孔35的内侧面上安装有气囊36,气囊36连接有气泵,气泵连接有供电电源和控制器,两个所述矩形侧板202朝向底座1外侧的一面上均固定安装有与隧道安装孔35同轴的夹持环37,隧道模型01处于两个隧道安装孔35和两个夹持环37的中部,并通过鼓起的气囊36实现试验箱2内外侧的密封,防止内部材料泄露,所述夹持环37的内外侧面之间贯穿并螺纹连接有多个加持螺栓38,每个所述加持螺栓38位于夹持环37内部的一端均转动连接有夹持橡胶球39,所述隧道模型01处于多个夹持橡胶球39之间,转动多个加持螺栓38能够带动多个夹持橡胶球39向隧道模型01移动,并使得多个夹持橡胶球39紧紧的夹持住隧道模型01,从而实现隧道模型01的固定,隧道模型01的横截面的形状可选择任何形状,附图10中隧道模型01为拱形隧道的横截面,附图11中隧道模型01为圆形隧道的横截面。Embodiment 6, on the basis of Embodiment 5, tunnel mounting holes 35 are penetrated in the middle of the two rectangular side plates 202 , airbags 36 are installed on the inner sides of the two tunnel mounting holes 35 , and the airbags 36 are connected to each other. There is an air pump, and the air pump is connected with a power supply and a controller, and a clamping ring 37 coaxial with the tunnel mounting hole 35 is fixedly installed on the side of the two rectangular side plates 202 facing the outside of the base 1, and the tunnel model 01 is in two The tunnel mounting hole 35 and the middle of the two clamping rings 37, and the inner and outer sides of the test box 2 are sealed by the bulging air bag 36 to prevent the leakage of internal materials, and the inner and outer sides of the clamping rings 37 are threaded and connected. There are a plurality of holding bolts 38, and one end of each holding bolt 38 located inside the clamping ring 37 is rotatably connected with a holding rubber ball 39, and the tunnel model 01 is located between the plurality of holding rubber balls 39, and rotates more. The support bolts 38 can drive the plurality of clamping rubber balls 39 to move toward the tunnel model 01, and make the plurality of clamping rubber balls 39 tightly clamp the tunnel model 01, thereby realizing the fixing of the tunnel model 01. The shape of the cross section can be any shape, the tunnel model 01 in FIG. 10 is the cross section of the arched tunnel, and the tunnel model 01 in FIG. 11 is the cross section of the circular tunnel.

黏滑断层隧道错动作用模拟试验箱的使用方法为:The use of the stick-slip fault tunnel dislocation simulation test box is as follows:

a.隧道模型固定:将隧道模型01从两个夹持环37之间穿过,并使用多个加持螺栓38对隧道模型01进行夹持固定,然后对两个气囊36进行充气,使得气囊36对隧道模型01外侧进行密封;a. Tunnel model fixing: Pass the tunnel model 01 between the two clamping rings 37, and use a plurality of holding bolts 38 to clamp and fix the tunnel model 01, and then inflate the two airbags 36, so that the airbags 36 Seal the outside of the tunnel model 01;

b.调节错动作用模拟试验的角度:转动四个定位螺套13使得多个定位销16均与定位孔14分离,启动摆杆电机18带动摆杆蜗杆19和摆杆蜗轮17转动对两个调节摆杆6的角度进行调节,两个调节摆杆6摆动时,能够带动其中两个错动扇形板4向对应的两个错动扇形槽3内部收缩,另外两个错动扇形板4则从对应的两个错动扇形槽3内部滑出,调节摆杆6的角度调节完毕后,转动四个定位螺套13使得多个定位销16再次插入对应的定位孔14内进行固定,然后可向两个试验箱2内部填充模拟隧道围岩的材料,模拟围岩材料为河砂和锯末按照5:1的比例制作;b. Adjust the angle of the misoperation simulation test: rotate the four positioning screws 13 so that the positioning pins 16 are separated from the positioning holes 14, start the pendulum motor 18 to drive the pendulum worm 19 and the pendulum worm wheel 17 to rotate to two Adjust the angle of the pendulum rod 6 to adjust, when the two adjustment pendulum rods 6 swing, it can drive two of the staggered sector plates 4 to shrink into the corresponding two staggered fan-shaped grooves 3, and the other two staggered fan-shaped plates 4. Slide out from the inside of the corresponding two staggered fan-shaped grooves 3. After adjusting the angle of the pendulum rod 6, turn the four positioning screws 13 so that the plurality of positioning pins 16 are inserted into the corresponding positioning holes 14 again for fixing. Fill the two test boxes 2 with materials for simulating the surrounding rock of the tunnel, and the simulated surrounding rock materials are river sand and sawdust in a ratio of 5:1;

c1.竖向错动作用模拟试验的驱动:上述工作准备完毕后,可开启一侧的凸轮电机28带动两个错动凸轮27转动,两个错动凸轮27转动时能够对位于其上方的试验箱2提供向上且连续的推力此试验箱2模拟断层上盘,可活动,另一个试验箱2模拟断层下盘,不活动,试验箱2受到向上的推力时能够带动两个错动扇形板4在两个错动滑轨9内沿着错动滑轨9的方向滑动进行错动,从而实现隧道竖向错动作用的模拟试验;c1. Driving of the vertical dislocation simulation test: after the above-mentioned work is completed, the cam motor 28 on one side can be turned on to drive the two dislocation cams 27 to rotate, and the two dislocation cams 27 can be rotated when the two dislocation cams 27 are rotated. Box 2 provides upward and continuous thrust. This test box 2 simulates the upper wall of the fault and is movable. The other test box 2 simulates the lower wall of the fault and is inactive. When the test box 2 is pushed upward, it can drive two staggered sector plates 4 In the two staggered slide rails 9, slide along the direction of the staggered slide rails 9 to perform the staggered movement, so as to realize the simulation test of the vertical staggered movement of the tunnel;

c2. 横向错动作用模拟试验的驱动:可开启一侧的往复电机40带动往复杆30转动,往复杆30转动时能够通过往复螺旋槽31带动往复销34和往复滑板33前后移动,从而带动两个错动凸轮27在错动凸轮轴25上前后移动,两个错动凸轮27前后移动时通过位于其两侧的限位板26带动整个试验箱2进行前后方向的移动,该试验箱2上的两个错动扇形板4则带动错动滑轨9在错动槽8内前后移动,从而实现隧道横向错动作用的模拟试验。c2. Driving of the lateral dislocation simulation test: the reciprocating motor 40 on the openable side drives the reciprocating rod 30 to rotate. When the reciprocating rod 30 rotates, it can drive the reciprocating pin 34 and the reciprocating slide plate 33 to move back and forth through the reciprocating spiral groove 31, thereby driving the two One staggered cam 27 moves back and forth on the staggered camshaft 25. When the two staggered cams 27 move back and forth, they drive the entire test box 2 to move in the front and rear directions through the limit plates 26 located on both sides of the two staggered cams 27. The two staggered sector plates 4 drive the staggered slide rails 9 to move back and forth in the staggered groove 8, so as to realize the simulation test of the lateral staggered action of the tunnel.

本发明与现有技术相比,有以下优点:Compared with the prior art, the present invention has the following advantages:

1.本发明中的两个试验箱能够通过对调节摆杆的角度调节,实现对四个错动扇形板的调节,使得两个试验箱之间的错动角度得到改变,能够进行不同角度方向的错动作用模拟试验;1. The two test boxes in the present invention can realize the adjustment of the four staggered sector plates by adjusting the angle of the adjustment pendulum rod, so that the staggered angle between the two test boxes can be changed, and different angular directions can be performed. The erroneous action simulation test;

2.通过前后滑动安装在四个错动槽内的错动滑轨,当对试验箱施加前后方向的驱动力时,能够使得两个试验箱进行前后方向的错动作用模拟试验;2. By sliding the staggered rails installed in the four staggered grooves back and forth, when the driving force in the front and rear directions is applied to the test box, the two test boxes can be simulated for the staggered action in the front and rear directions;

3.通过错动凸轮的转动能够连续的为试验箱提供向上的推力,使得试验箱和错动扇形板能够沿着错动滑轨,从而进行两个试验箱上下方向的错动作用的模拟,当转动往复杆时能够通过往复滑板带动错动凸轮前后移动,从而带动试验箱、错动扇形板和错动滑轨在错动槽内前后移动,从而实现两个试验箱之间的前后方向的错动作用的模拟;3. The rotation of the staggered cam can continuously provide upward thrust for the test box, so that the test box and the staggered sector plate can move along the staggered slide rail, so as to simulate the staggered action of the two test boxes in the upper and lower directions. When the reciprocating rod is rotated, the staggered cam can be moved back and forth through the reciprocating slide plate, thereby driving the test box, the staggered sector plate and the staggered slide rail to move back and forth in the staggered groove, so as to realize the forward and backward direction between the two test boxes. Simulation of wrong action;

4、试验箱向上错动时,防漏板在防漏弹簧的作用下同时向上升起,其顶面始终与试验箱的底部接触,防止试验箱内部的模拟围岩材料到达试验箱的下方,使得试验箱无法复位。4. When the test box moves upward, the leak-proof plate rises simultaneously under the action of the leak-proof spring, and its top surface is always in contact with the bottom of the test box to prevent the simulated surrounding rock material inside the test box from reaching the bottom of the test box. The test box cannot be reset.

Claims (7)

1. The stick-slip fault tunnel dislocation effect simulation test box comprises a base (1) and is characterized in that test boxes (2) with openings at the tops and one side being close to each other are placed at the left end and the right end of the top of the base (1), each test box (2) is composed of a bottom plate (201), a rectangular side plate (202) and two adjusting side plates (203) in a right trapezoid shape, the two bottom plates (201) are placed at the left end and the right end of the top of the base (1) respectively, each rectangular side plate (202) is fixedly connected to one end, far away from each other, of the two bottom plates (201), each two adjusting side plates (203) are fixedly connected to the front end and the rear end of each bottom plate (201) respectively, the right-angle sides of each adjusting side plate are fixedly connected with the rectangular side plates (202), and a tunnel model (01) penetrates through and is fixed between the two rectangular side plates (202);
a fan-shaped dislocation fan-shaped groove (3) is formed in the inclined surface of each adjusting side plate (203) towards the inner part of the adjusting side plate, a fan-shaped dislocation fan-shaped plate (4) is coaxially and slidably placed in each fan-shaped groove (3), swing grooves (5) are formed in the middle of the front side surface and the rear side surface of the base (1), adjusting swing rods (6) located above the base (1) are rotatably installed in each swing groove (5), a swing rod shaft (7) is coaxially and fixedly connected between the two adjusting swing rods (6), dislocation grooves (8) are formed in the left side and the right side of each adjusting swing rod (6), dislocation slide rails (9) with U-shaped cross sections are slidably installed in the dislocation grooves (8) in the front and rear direction, and a plurality of dislocation springs (10) are connected between the front side surface and the rear side surface of each dislocation slide rail (9) and the front and rear inner walls of the dislocation grooves (8), one end of each dislocation adjusting plate (4) close to the swinging rod (5) is vertically and slidably mounted inside the corresponding dislocation sliding rail (9);
each adjusting side plate (203) is provided with a stagger positioning groove (11) which is communicated with the stagger fan-shaped groove (3) and is arc-shaped, the side surface of each stagger adjusting plate (4) is fixedly connected with a positioning bolt (12) which is positioned inside the corresponding stagger positioning groove (11), each positioning bolt (12) is provided with a positioning threaded sleeve (13) in threaded connection, the side surface of each adjusting side plate (203) is provided with a plurality of positioning holes (14) which are uniformly distributed at two sides of the stagger positioning groove (11), one surface of each positioning threaded sleeve (13) facing the adjusting side plate (203) is coaxially and rotatably connected with a positioning ring (15), and each positioning ring (15) is provided with two positioning pins (16), and a dislocation driving device positioned below the two test boxes (2) is arranged in the base (1).
2. The stick-slip fault tunnel dislocation action simulation test box according to claim 1, wherein a swing rod worm gear (17) is coaxially and fixedly connected to the front end of the swing rod shaft (7), a swing rod motor (18) is fixedly installed on the front side surface of the base (1), and a swing rod worm (19) meshed with the swing rod worm gear (17) is fixedly connected to a rotating shaft of the swing rod motor (18).
3. The stick-slip fault tunnel dislocation simulation test box according to claim 2, wherein the top of the base (1) is provided with two leak-proof grooves (20) respectively located below one end of the two bottom plates (201) close to each other, leak-proof plates (21) are respectively installed in the two leak-proof grooves (20) in a vertical sliding manner, a leak-proof spring (22) is connected between the bottom of each leak-proof plate (21) and the bottom of each leak-proof groove (20), and a reset tension spring (23) is fixedly connected between each adjusting side plate (203) and the base (1).
4. The stick-slip fault tunnel dislocation action simulation test box according to claim 3, wherein the dislocation driving device comprises two driving grooves (24) which are formed in the top of the base (1) and are respectively located below the two bottom plates (201), each of the driving grooves (24) is provided with a dislocation cam shaft (25) between the front side and the rear side in a rotating manner, each of the bottom plates (201) is fixedly connected with two limiting plates (26), two dislocation cams (27) which are located between the two limiting plates (26) are coaxially and slidably mounted on the dislocation cam shaft (25), and the front end of the dislocation cam shaft (25) penetrates through the base (1) and is connected with a cam motor (28) which is fixedly mounted on the front side of the base (1).
5. The stick-slip fault tunnel dislocation simulation test chamber according to claim 4, wherein a reciprocating drive shaft (29) is rotatably mounted between the front and rear side surfaces of each drive groove (24) below the dislocation cam shaft (25), a reciprocating rod (30) is coaxially and fixedly installed on the reciprocating driving shaft (29), a reciprocating spiral groove (31) is formed in the outer surface of the reciprocating rod (30), reciprocating sliding grooves (32) are formed in the left side surface and the right side surface of each driving groove (24), a reciprocating sliding plate (33) located between the two dislocation cams (23) is installed between the two reciprocating sliding grooves (32) in a sliding mode, the bottom of the reciprocating sliding plate (33) is fixedly connected with a reciprocating pin (34) positioned in the reciprocating spiral groove (30), the front end of the reciprocating driving shaft (29) penetrates through the base (1) and is connected with a reciprocating motor (40) fixedly arranged on the front side surface of the base (1).
6. The stick-slip fault tunnel diastrophism simulation test box according to claim 5, wherein a tunnel mounting hole (35) penetrates through the middle of each of the two rectangular side plates (202), an air bag (36) is mounted on the inner side surface of each of the two tunnel mounting holes (35), a clamping ring (37) coaxial with the tunnel mounting hole (35) is fixedly mounted on one surface of each of the two rectangular side plates (202) facing the outer side of the base (1), a plurality of clamping bolts (38) penetrate through and are in threaded connection with the inner side surface and the outer side surface of each clamping ring (37), one end, located inside the clamping ring (37), of each clamping bolt (38) is rotatably connected with a clamping rubber ball (39), and the tunnel model (01) is located among the clamping rubber balls (39).
7. The use method of the stick-slip fault tunnel slip action simulation test box according to claim 6 comprises the following steps: a. fixing a tunnel model: the tunnel model (01) penetrates between the two clamping rings (37), the tunnel model (01) is clamped and fixed through a plurality of clamping bolts (38), and then the two air bags (36) are inflated, so that the air bags (36) seal the outer side of the tunnel model (01);
b. adjusting the angle of the dislocation action simulation test: the four positioning threaded sleeves (13) are rotated to separate the positioning pins (16) from the positioning holes (14), the swing rod motor (18) is started to drive the swing rod worm (19) and the swing rod worm gear (17) to rotate to adjust the angles of the two adjusting swing rods (6), when the two adjusting swing rods (6) swing, can drive two of the staggered fan-shaped plates (4) to contract towards the inner parts of the corresponding two staggered fan-shaped grooves (3), the other two staggered fan-shaped plates (4) slide out of the corresponding two staggered fan-shaped grooves (3), after the angle of the adjusting swing rod (6) is adjusted, the four positioning screw sleeves (13) are rotated to ensure that the positioning pins (16) are inserted into the corresponding positioning holes (14) again for fixing, then, filling materials for simulating tunnel surrounding rocks into the two test boxes (2), wherein the materials for simulating the tunnel surrounding rocks are river sand and sawdust which are manufactured according to the proportion of 5: 1;
c1. driving of a vertical dislocation action simulation test: after the work preparation is finished, the cam motor (28) on one side can be opened to drive the two dislocation cams (27) to rotate, when the two dislocation cams (27) rotate, upward and continuous thrust can be provided for the test box (2) positioned above the two dislocation cams (the test box (2) simulates the upper disc of a fault, the test box can move, the other test box (2) simulates the lower disc of the fault and does not move), when the test box (2) bears the upward thrust, the two dislocation sector plates (4) can be driven to slide in the two dislocation slide rails (9) along the direction of the dislocation slide rails (9) to perform dislocation, and therefore the simulation test of the vertical dislocation effect of the tunnel is realized;
c2. driving of transverse dislocation action simulation test: the reciprocating motor (40) on one side capable of being opened drives the reciprocating rod (30) to rotate, the reciprocating rod (30) can drive the reciprocating pin (34) and the reciprocating sliding plate (33) to move back and forth through the reciprocating spiral groove (31) when rotating, so that the two dislocation cams (27) are driven to move back and forth on the dislocation cam shaft (25), the whole test box (2) is driven to move back and forth through the limiting plates (26) on the two sides of the dislocation cams (27) when moving back and forth, the two dislocation sector plates (4) on the test box (2) drive the dislocation slide rail (9) to move back and forth in the dislocation groove (8), and therefore the simulation test of the transverse dislocation effect of the tunnel is realized.
CN202210483881.1A 2022-05-06 2022-05-06 Simulation test box for dislocation of adhesive fault tunnel Active CN114858383B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210483881.1A CN114858383B (en) 2022-05-06 2022-05-06 Simulation test box for dislocation of adhesive fault tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210483881.1A CN114858383B (en) 2022-05-06 2022-05-06 Simulation test box for dislocation of adhesive fault tunnel

Publications (2)

Publication Number Publication Date
CN114858383A true CN114858383A (en) 2022-08-05
CN114858383B CN114858383B (en) 2024-06-25

Family

ID=82636333

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210483881.1A Active CN114858383B (en) 2022-05-06 2022-05-06 Simulation test box for dislocation of adhesive fault tunnel

Country Status (1)

Country Link
CN (1) CN114858383B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116086979A (en) * 2023-03-07 2023-05-09 西南交通大学 A sliding-plate fault multi-angle stick-slip simulation device and test method
CN116952736A (en) * 2023-09-21 2023-10-27 国能大渡河金川水电建设有限公司 Underground cavern simulation experiment device and experiment method

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105785468A (en) * 2016-01-05 2016-07-20 西南交通大学 Destructive testing apparatus and method for simulating tunnel going through oblique displaced active fault
CN106226808A (en) * 2016-07-20 2016-12-14 西南交通大学 A kind of assay device simulating tunnel seismic response under fault movement and test method
CN206540677U (en) * 2017-01-17 2017-10-03 中铁十六局集团第四工程有限公司 A kind of testing tunnel normal fault sticks the dynamic experiment case apparatus of slide
CN110780056A (en) * 2019-11-18 2020-02-11 四川农业大学 Test device and use method for simulating active faults on tunnel damage mechanism
CN111158067A (en) * 2020-01-08 2020-05-15 北京工业大学 An experimental device for simulating tunnel crossing active faults
US20210017861A1 (en) * 2019-07-19 2021-01-21 Tongji University Method for inspecting service performance of tunnel lining based on defect characteristics thereof
US11085859B1 (en) * 2021-01-14 2021-08-10 Institute Of Geology And Geophysics, Chinese Academy Of Sciences Experimental system and method for simulating effect of fault stick-slip displacement on tunnel engineering
CN114018516A (en) * 2021-10-28 2022-02-08 西南交通大学 An experimental device for simulating stick-slip of active faults
WO2022088454A1 (en) * 2020-11-02 2022-05-05 山东大学 Testing system and method for simulating change in tunnel excavation seepage under complex geological conditions

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105785468A (en) * 2016-01-05 2016-07-20 西南交通大学 Destructive testing apparatus and method for simulating tunnel going through oblique displaced active fault
CN106226808A (en) * 2016-07-20 2016-12-14 西南交通大学 A kind of assay device simulating tunnel seismic response under fault movement and test method
CN206540677U (en) * 2017-01-17 2017-10-03 中铁十六局集团第四工程有限公司 A kind of testing tunnel normal fault sticks the dynamic experiment case apparatus of slide
US20210017861A1 (en) * 2019-07-19 2021-01-21 Tongji University Method for inspecting service performance of tunnel lining based on defect characteristics thereof
CN110780056A (en) * 2019-11-18 2020-02-11 四川农业大学 Test device and use method for simulating active faults on tunnel damage mechanism
CN111158067A (en) * 2020-01-08 2020-05-15 北京工业大学 An experimental device for simulating tunnel crossing active faults
WO2022088454A1 (en) * 2020-11-02 2022-05-05 山东大学 Testing system and method for simulating change in tunnel excavation seepage under complex geological conditions
US11085859B1 (en) * 2021-01-14 2021-08-10 Institute Of Geology And Geophysics, Chinese Academy Of Sciences Experimental system and method for simulating effect of fault stick-slip displacement on tunnel engineering
CN114018516A (en) * 2021-10-28 2022-02-08 西南交通大学 An experimental device for simulating stick-slip of active faults

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116086979A (en) * 2023-03-07 2023-05-09 西南交通大学 A sliding-plate fault multi-angle stick-slip simulation device and test method
CN116952736A (en) * 2023-09-21 2023-10-27 国能大渡河金川水电建设有限公司 Underground cavern simulation experiment device and experiment method
CN116952736B (en) * 2023-09-21 2023-11-28 国能大渡河金川水电建设有限公司 Underground cavern simulation experiment device and experiment method

Also Published As

Publication number Publication date
CN114858383B (en) 2024-06-25

Similar Documents

Publication Publication Date Title
CN114858383A (en) Stick smooth fault tunnel dislocation effect analogue test case
CN110646280B (en) Test system and method suitable for coal seam mining and filling simulation
CN109883838B (en) A test device for variable-angle bulk filling materials
CN105089307B (en) A kind of double-arm avoidance needless type stereoscopic garage based on hydraulic-driven
CN211479483U (en) Similar material simulation experiment device for inclined rock stratum
CN116950694B (en) A grouting device for shield tunnels
CN110196316A (en) Pit mining crack evolvement analog simulation testing stand
CN111063246A (en) Similar material simulation experiment device and method for inclined rock stratum
CN102605806B (en) Pile pressing device for geotechnical centrifugal model test model pile
CN111537434B (en) Stride earthquake fault buried pipeline test device
CN116551024A (en) Highway traffic guardrail processing device and processing method thereof
CN209513296U (en) A kind of adjustable tunnel model test device
CN111638135A (en) Roadway surrounding rock damage and support simulation device and experimental method thereof
CN111307580A (en) Disc rotation test device for simulating torsional fault rotation dislocation under three-dimensional stress
CN214218088U (en) A hydraulic lifting platform for fully mechanized coal mining face
CN117129657B (en) High ground stress rock mass excavation unstability analogue means
CN211479484U (en) Rotatable similar material simulation experiment device
CN105092822B (en) The laboratory testing rig of the simulation shield machine rotary head cutting soil body
US11733128B1 (en) Test device and method for studying influence of external load on soil arching effect of shield tunnel
CN209281733U (en) A kind of rotatable Equivalent Materials Testing device
JP2024113662A (en) Experimental apparatus and method for simulating material flow patterns in shortwall continuous mining and filling
CN111063247A (en) A rotatable similar material simulation experiment device and method
CN206772672U (en) Pavement structure forming instrument for 1/3 engineer's scale road-surface accelerating and loading test
CN114184635B (en) Seasonal frozen soil area tunnel frost heaving force simulation test device and application method thereof
CN212059672U (en) A disc rotation test device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant