WO2021003689A1 - Side slope in-situ loading device - Google Patents

Side slope in-situ loading device Download PDF

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Publication number
WO2021003689A1
WO2021003689A1 PCT/CN2019/095377 CN2019095377W WO2021003689A1 WO 2021003689 A1 WO2021003689 A1 WO 2021003689A1 CN 2019095377 W CN2019095377 W CN 2019095377W WO 2021003689 A1 WO2021003689 A1 WO 2021003689A1
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WO
WIPO (PCT)
Prior art keywords
loading device
slope
nut
load
bearing
Prior art date
Application number
PCT/CN2019/095377
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French (fr)
Chinese (zh)
Inventor
郭捷
马凤山
赵海军
李光
冯雪磊
刘国伟
刘帅奇
孙琪皓
Original Assignee
中国科学院地质与地球物理研究所
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Publication date
Application filed by 中国科学院地质与地球物理研究所 filed Critical 中国科学院地质与地球物理研究所
Priority to PCT/CN2019/095377 priority Critical patent/WO2021003689A1/en
Priority to CN201910631739.5A priority patent/CN110553910A/en
Priority to BE20195982A priority patent/BE1026548B1/en
Publication of WO2021003689A1 publication Critical patent/WO2021003689A1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B05SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05BSPRAYING APPARATUS; ATOMISING APPARATUS; NOZZLES
    • B05B15/00Details of spraying plant or spraying apparatus not otherwise provided for; Accessories
    • B05B15/60Arrangements for mounting, supporting or holding spraying apparatus
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B05SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05BSPRAYING APPARATUS; ATOMISING APPARATUS; NOZZLES
    • B05B9/00Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour
    • B05B9/03Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material
    • B05B9/04Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material with pressurised or compressible container; with pump
    • B05B9/0403Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material with pressurised or compressible container; with pump with pumps for liquids or other fluent material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/18Making embankments, e.g. dikes, dams
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B05SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05BSPRAYING APPARATUS; ATOMISING APPARATUS; NOZZLES
    • B05B1/00Nozzles, spray heads or other outlets, with or without auxiliary devices such as valves, heating means
    • B05B1/14Nozzles, spray heads or other outlets, with or without auxiliary devices such as valves, heating means with multiple outlet openings; with strainers in or outside the outlet opening
    • B05B1/20Arrangements of several outlets along elongated bodies, e.g. perforated pipes or troughs, e.g. spray booms; Outlet elements therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B05SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
    • B05BSPRAYING APPARATUS; ATOMISING APPARATUS; NOZZLES
    • B05B9/00Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour
    • B05B9/03Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material
    • B05B9/04Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material with pressurised or compressible container; with pump
    • B05B9/0403Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material with pressurised or compressible container; with pump with pumps for liquids or other fluent material
    • B05B9/0423Spraying apparatus for discharge of liquids or other fluent material, without essentially mixing with gas or vapour characterised by means for supplying liquid or other fluent material with pressurised or compressible container; with pump with pumps for liquids or other fluent material for supplying liquid or other fluent material to several spraying apparatus
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G65/00Loading or unloading
    • B65G65/005Control arrangements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G65/00Loading or unloading
    • B65G65/28Piling or unpiling loose materials in bulk, e.g. coal, manure, timber, not otherwise provided for

Definitions

  • the invention relates to the field of simulation experiment equipment, in particular to a slope in-situ loading device.
  • the slope in-situ loading device of the open-pit mine slope landslide test site can complete large-scale slope landslide test research under manual control and intervention, including: rock slope collapse and landslide disaster mechanism and prediction research; loose soil edge Research on the mechanism and prediction of landslide and debris flow; large-scale slope design, accident disaster engineering simulation, etc., to provide technical support for landslide disaster prevention.
  • the technical problem to be solved by the present invention is to provide a slope in-situ loading device to solve the problem of how to realize the in-situ test of the slope.
  • a slope in-situ loading device including a model frame system, an axial loading device, a rainfall simulation system and a servo control system
  • the test model is set in the model frame system, so
  • the axial loading device is fixedly installed on the model frame system
  • the axial loading device is signally connected with the servo control system
  • the rainfall simulation system is fixedly installed on the model frame system.
  • the model frame system includes a loading beam, a reaction beam, a front wall, a rear wall, a bearing bottom plate, and two side walls.
  • the front wall, the side wall, the rear wall, and the side wall are sequentially spliced to form a frame structure.
  • the load-bearing bottom plate is installed at the lower part of the frame structure, the two ends of the reaction beam are detachably connected to the two side walls, the loading beam is movably installed under the reaction beam, and the axial loading device It is installed on the reaction beam, the loading beam is fixedly connected to the axial loading device, and the rainfall simulation system is installed between the two side walls.
  • the side wall includes a plurality of side wall splicing panels and a plurality of load-bearing columns, the lower end of the load-bearing column is installed on the load-bearing bottom plate, the upper end of the load-bearing column is fixedly connected with the load beam, and the side Wall splicing boards are spliced and installed between two adjacent bearing columns.
  • the front wall includes a plurality of front wall splicing panels, and the plurality of front wall splicing panels are spliced in sequence to form a wall structure;
  • the rear wall includes a plurality of rear wall splicing boards, and the plurality of rear wall splicing boards are sequentially spliced to form a wall structure.
  • the load-bearing bottom plate includes a reinforcing rib and a plurality of bottom plate bodies, and the plurality of bottom plate bodies are sequentially spliced and arranged on the outer surface of the reinforcing rib.
  • the camera system is arranged on the reaction beam.
  • the axial loading device includes a housing, a servo motor, a ball screw, a nut sleeve, a nut, a guide bearing sleeve, and a loading plate, and the ball screw, nut sleeve, nut, and guide bearing sleeve are all arranged on the Inside the housing, the housing is slidably arranged on the reaction beam, the servo motor is slidably arranged on the reaction beam, and the servo motor is drivingly connected to one end of the ball screw through a reducer, so The nut is screwed on the other end of the ball screw, the guide bearing sleeve is sleeved on the outside of the nut, the guide bearing sleeve is fixedly connected to the nut, and the loading plate is fixedly arranged on the guide bearing At the end of the sleeve, the nut sleeve is slidingly sleeved on the outer side of the guide bearing sleeve,
  • the elevator is fixedly installed on the bearing column, and the driving end of the elevator is fixedly connected with the housing.
  • the rainfall simulation system includes a water storage tank, a booster pump, a pressure regulating valve, and multiple sets of nozzles, the multiple sets of nozzles are arranged on the model frame system, the booster pump is in communication with the water storage tank, and the The booster pump is in communication with the spray head through the pressure regulating valve, and the return hole of the pressure regulating valve is in communication with the water storage tank.
  • the invention provides an in-situ loading device for a side slope, which includes a model frame system, an axial loading device, a rainfall simulation system and a servo control system.
  • the test model is arranged inside the model frame system, and the axial loading device is fixedly installed On the model frame system, the axial loading device is in signal connection with the servo control system, and the rainfall simulation system is fixedly installed on the model frame system.
  • the model is fixed in the model frame system; and the test piece is pressurized by the axial loading device; the servo control pressurization is performed by the servo control system; the model can be tested according to the actual situation, and the actual load and rainfall can be simulated In order to realize the in-situ test of the slope.
  • FIG. 1 is a schematic diagram of the front view structure of a slope in-situ loading device according to an embodiment of the present invention
  • Figure 2 is a schematic side view of the structure of Figure 1;
  • FIG. 3 is a schematic diagram of the structure of a loading beam according to an embodiment of the present invention.
  • FIG. 4 is a schematic diagram of a uniaxial loading device according to an embodiment of the present invention.
  • Figure 5 is a schematic diagram of a reaction beam according to an embodiment of the present invention.
  • Fig. 6 is a schematic diagram of a bearing column according to an embodiment of the invention.
  • FIG. 7 is a schematic diagram of a bottom plate structure according to an embodiment of the present invention.
  • FIG. 8 is a schematic diagram of a side wall structure according to an embodiment of the present invention.
  • Fig. 9 is a schematic structural diagram of a rainfall simulation system according to an embodiment of the present invention.
  • the present invention provides a slope in-situ loading device, including a model frame system, an axial loading device, a rainfall simulation system, and a servo control system.
  • the test model is set inside the model frame system.
  • the axial loading device is fixedly installed on the model frame system, the axial loading device is signal connected with the servo control system, and the rainfall simulation system is fixedly installed on the model frame system.
  • the model is fixed in the model frame system; and the test piece is pressurized by the axial loading device; the servo control pressurization is performed by the servo control system; the model can be tested according to the actual situation, and the actual load and rainfall can be simulated In order to realize the in-situ test of the slope.
  • the slope in-situ loading device of the present invention can also be: the model frame system includes a loading beam 1, a reaction beam 2, a front wall, The rear wall, the load-bearing floor 6 and two side walls 5, the front wall, the side wall 5, the rear wall, and the side wall 5 are successively spliced to form a frame structure, and the load-bearing floor 6 is installed at the lower part of the frame structure.
  • the side wall 5 includes a plurality of side wall 5 splicing plates and a plurality of bearing columns 3, the lower end of the bearing column 3 is installed on the bearing bottom plate 6, and the upper end of the bearing column 3 is The loading beam 1 is fixedly connected, and a plurality of splicing plates of the side wall 5 are spliced and installed between two adjacent bearing columns 3.
  • the left and right side walls 5 each have 4 bearing columns 3 bolted to the bottom plate and reaction beam 2 to form an internal reaction force frame.
  • the bearing columns 3 mainly bear the tensile force of the axial load and the model side drum. The horizontal bulging force.
  • the slope in-situ loading device of the present invention can also be: the front wall includes a plurality of front wall splicing panels, and a plurality of the front wall The splicing boards are spliced in sequence to form a wall structure;
  • the rear wall includes a plurality of rear wall splicing boards, and the plurality of rear wall splicing boards are sequentially spliced to form a wall structure.
  • the back wall and the side wall 5 are welded together and connected with the bearing column 3 and the bottom plate.
  • the inner side contacting the model adopts a transparent plexiglass plate with a thickness of 35mm, and the plexiglass plate is installed on the inner side steel of the wall by screws.
  • the slope in-situ loading device of the present invention can also be: the load-bearing bottom plate 6 includes reinforcing ribs and multiple bottom plate bodies, The bottom body is sequentially spliced and arranged on the outer surface of the reinforcing rib. In this way, the bottom plate is assembled separately and bears the axial stress brought by the model. Because the stress distribution is uneven when the side model is loaded, the stress gradually decreases from the position close to the back wall, so the distribution of the ribs during structural welding is also Uneven, maximize the utilization of materials and the rationality of the structure.
  • the slope in-situ loading device of the present invention can also include a camera system 7, which is arranged on the reaction beam 2 on.
  • the camera system 7 can perform real-time monitoring during the loading process of the model.
  • the axial loading device includes a housing, a servo motor 16, a ball screw,
  • the nut sleeve 11, the nut 10, the guide bearing sleeve 12 and the loading plate 8, the ball screw, the nut sleeve 11, the nut 10 and the guide bearing sleeve 12 are all arranged inside the housing, and the housing is slidingly arranged
  • the servo motor 16 is slidably arranged on the reaction beam 2
  • the servo motor 16 is drivingly connected to one end of the ball screw through a reducer 15, and the nut 10 is screwed on the
  • the guide bearing sleeve 12 is sleeved on the outer side of the nut 10
  • the guide bearing sleeve 12 is fixedly connected to the nut 10
  • the loading plate 8 is fixedly arranged on the guide bearing At the end of
  • a further preferred technical solution is to further include an elevator 14 which is fixedly installed on the bearing column 3, and the driving end of the elevator 14 is fixedly connected to the housing.
  • the axial loading device includes a reducer 15, a loading beam 1, a loading plate 8, and a screw structure.
  • the loading beam 1 has a hole in the middle to install a screw ball structure.
  • the loading beam 1 can be driven by the screw lift 14 to 1.6 Slide freely within a meter range, and adjust the loading position according to the actual situation during the test; the axial loading device uses a reducer 15 to drive the ball screw 9 pairs of structures, the screw rotates the nut 10 to move vertically, and the nut 10 is connected to the loading plate 8 for the model For loading, there is a force sensor 13 at the front end of the nut sleeve 11, which transmits the real-time loading data to the servo control system.
  • the slope in-situ loading device of the present invention can also be: the rainfall simulation system includes a water storage tank 18, a booster pump 19, and a pressure regulating valve 20 and multiple sets of spray heads 17, the multiple sets of spray heads 17 are arranged on the model frame system, the booster pump 19 is in communication with the water storage tank 18, and the booster pump 19 is connected to the pressure regulating valve 20 The spray head 17 is in communication, and the return hole of the pressure regulating valve 20 is in communication with the water storage tank 18.
  • the rainfall simulation system consists of a water storage tank 18, a booster pump 19, a pressure regulating valve 20, a water supply pipeline, a nozzle 17 and pressure and flow meters. It can simulate a rainfall test and control the system flow by adjusting the system pressure.
  • Slope in-situ loading device including model frame system, axial loading device, rainfall simulation system, and servo control system system.
  • the largest model is a rectangular parallelepiped with a length of 6.5 meters, a width of 5 meters, and a height of 5 meters.
  • the loading method is motor servo
  • the axial load device adopts a reducer 15 to drive the ball screw 9 pairs of structures, the screw rotates the nut 10 to move vertically, the nut sleeve 11 has a force sensor 13 at the front end, and transmits the real-time load data to the control system.
  • the driving source is Panasonic servo motor 16.
  • Servo motor 16 is 2KW
  • reducer 15 is KF97R77 combined large reduction ratio series
  • ball screw 9 is a large load screw with a diameter of 160mm
  • the loading capacity of a single group of loading mechanism is 2000KN
  • there are 10 groups in total is 20,000KN.
  • the slope in-situ loading device of the embodiment of the present invention includes a model frame system, an axial loading device, a rainfall simulation system, and a servo control system; wherein the slope model is pre-built in the frame, and the model can be a potential Landslide or collapse rock and soil model; and load the model through the loading device.
  • the top of the frame system is an axial loading device and a rainfall simulation system.
  • the loading device is mainly located in the second half of the frame system, which corresponds to the condition of applying load to the top part of the slope model.
  • the rainfall simulation system is located in the second half of the frame system, corresponding to the application of rainfall to the slope of the slope model.
  • the loading device mainly includes a reducer 15, a loading beam 1, a loading plate 8, and a ball screw 9.
  • the ball screw 9 passes through the loading beam 1 through perforations, the elevator 14 is connected to the outside of the screw through bolts, the servo motor 16 controls the reducer 15 to drive the ball screw 9 sub-structure, the screw rotates the nut 10 to move vertically, and the nut sleeve 11
  • the force sensor 13 transmits the real-time load data back to the control system.
  • the loading beam 1 can be adjusted up and down within a range of 1.6 meters under the control of the elevator 14.
  • the loading system has 10 groups, which can be controlled separately or loaded simultaneously.
  • the rainfall simulation system is composed of water storage tank 18, booster pump 19, pressure regulating valve 20, water supply pipeline, nozzle 17 and pressure and flow meters. Simulate rainfall test while loading or before and after loading, and adjust the system pressure To control the system flow.
  • the spray head 17 is fixed at the front of the top of the frame system.
  • the water storage tank 18, booster pump 19, pressure regulating valve 20 and water supply pipeline are fixed on the outside of the frame. Tap water is stored in the water tank 18 in advance, and the pressure is reduced by the booster pump 19 Pressurize to the required value, turn on the switch and spray to the top of the model through the spray port, the maximum pressure is 0.3mpa, and the maximum flow is 4 cubic meters per hour.
  • the loading beam 1 is made of 100mm high-quality carbon structural steel Q345 welded and processed, with a length of 7 meters, a height of 1.5 meters, and a thickness of 0.6 meters. There are reinforcing ribs inside, and the net weight is about 23.5 tons, at 20000KN. The strength and rigidity of the beam itself can be guaranteed under the loading conditions.
  • Two reaction beams 2 are installed above the loading beam 1, and are connected to the load-bearing column 3 by bolts. The length is 7.1 meters, the width is 1 meter, and the thickness is 0.5 meters. It has a 50mm steel plate welded structure, internal reinforcement ribs, and a local dense structure. The net weight is about 10 tons. Within 1.6 meters of the working surface of the loading beam 1, the bearing capacity of a single reaction beam 2 is 10000kn.
  • a total of 8 load-bearing columns 3 on the left and right walls 5 are welded with 1000x300mm H-shaped steel.
  • a total of 4 load-bearing columns 3 provide reaction force for the load beam 1.
  • the average force of a single bearing column 3 is 5000KN.
  • the bottom plate bears the axial stress caused by the model. Because the stress distribution is uneven when the edge model is loaded, the stress gradually decreases from the position close to the back wall forward, so the distribution of the ribs during structural welding is also Uneven, maximize the utilization of materials and the rationality of the structure. If the size of the whole bottom plate is too large, it will be difficult to transport it.
  • the split structure design is adopted and assembled into a whole after arriving on site. The size of the bottom plate is 7100*7000*500mm.
  • the rear wall and side wall 5 are welded by 50B I-shaped, which are connected to the load-bearing column 3 and the bottom plate.
  • the maximum height is 5.5 meters, which exceeds the height of the model by 0.5 meters and the thickness is 0.5 meters.
  • the inner side in contact with the model adopts a 35mm-thick transparent plexiglass plate, which is installed on the inner section steel of the wall by screws.

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Abstract

The present invention relates to the field of simulation experiment apparatuses, and in particular to a side slope in-situ loading device. The device comprises a model frame system, an axial loading device, a rainfall simulation system, and a servo control system, wherein a test model is arranged inside the model frame system, the axial loading device is fixedly mounted on the model frame system, the axial loading device is in a signal connection with the servo control system, and the rainfall simulation system is fixedly mounted on the model frame system. In this way, the model is fixed inside the model frame system, pressure is applied to a test piece by means of the axial loading device, pressurization under servo control is achieved by means of the servo control system, and a loading experiment test can be carried out on the model according to actual conditions to simulate actual working conditions of loading and rainfall, thereby implementing a side slope in-situ experiment.

Description

一种边坡原位加载装置Side slope in-situ loading device 技术领域Technical field
本发明涉及模拟实验设备领域,尤其涉及一种边坡原位加载装置。The invention relates to the field of simulation experiment equipment, in particular to a slope in-situ loading device.
背景技术Background technique
目前,露天矿山边坡滑坡试验场的边坡原位加载装置能够在人工控制和干预下完成大型边坡滑坡试验研究,包括:岩质边坡崩塌和滑坡致灾机理和预报研究;松散土边坡滑坡和泥石流机理与预报研究;大型边坡设计、事故灾害工程模拟等,为滑坡灾害防治提供技术支撑。At present, the slope in-situ loading device of the open-pit mine slope landslide test site can complete large-scale slope landslide test research under manual control and intervention, including: rock slope collapse and landslide disaster mechanism and prediction research; loose soil edge Research on the mechanism and prediction of landslide and debris flow; large-scale slope design, accident disaster engineering simulation, etc., to provide technical support for landslide disaster prevention.
发明内容Summary of the invention
本发明所要解决的技术问题是提供一种边坡原位加载装置,解决如何实现边坡的原位试验的问题。The technical problem to be solved by the present invention is to provide a slope in-situ loading device to solve the problem of how to realize the in-situ test of the slope.
本发明解决上述技术问题的技术方案如下:一种边坡原位加载装置,包括模型框架系统、轴向加载装置、降雨模拟系统和伺服控制系统,测试模型设置在所述模型框架系统内部,所述轴向加载装置固定安装在所述模型框架系统上,所述轴向加载装置与所述伺服控制系统信号连接,所述降雨模拟系统固定安装在所述模型框架系统上。The technical solution of the present invention to solve the above technical problems is as follows: a slope in-situ loading device, including a model frame system, an axial loading device, a rainfall simulation system and a servo control system, the test model is set in the model frame system, so The axial loading device is fixedly installed on the model frame system, the axial loading device is signally connected with the servo control system, and the rainfall simulation system is fixedly installed on the model frame system.
进一步,所述模型框架系统包括加载梁、反力梁、前墙、后墙、承载底板及两块侧墙,所述前墙、侧墙、后墙、侧墙依次拼接形成框架结构,所述承载底板安装在所述框架结构的下部,所述反力梁两端分别与两个所述侧墙可拆卸连接,所述加载梁活动安装在所述反力梁下方,所述轴向加载装置安 装在所述反力梁上,所述加载梁与所述轴向加载装置固定连接,所述降雨模拟系统安装在两个所述侧墙之间。Further, the model frame system includes a loading beam, a reaction beam, a front wall, a rear wall, a bearing bottom plate, and two side walls. The front wall, the side wall, the rear wall, and the side wall are sequentially spliced to form a frame structure. The load-bearing bottom plate is installed at the lower part of the frame structure, the two ends of the reaction beam are detachably connected to the two side walls, the loading beam is movably installed under the reaction beam, and the axial loading device It is installed on the reaction beam, the loading beam is fixedly connected to the axial loading device, and the rainfall simulation system is installed between the two side walls.
进一步,所述侧墙包括多个侧墙拼接板和多个承载柱,所述承载柱下端安装在所述承载底板上,所述承载柱上端与所述加载梁固定连接,多块所述侧墙拼接板拼接安装在相邻两个承载柱之间。Further, the side wall includes a plurality of side wall splicing panels and a plurality of load-bearing columns, the lower end of the load-bearing column is installed on the load-bearing bottom plate, the upper end of the load-bearing column is fixedly connected with the load beam, and the side Wall splicing boards are spliced and installed between two adjacent bearing columns.
进一步,所述前墙包括多块前墙拼接板,多块所述前墙拼接板依次拼接形成墙体结构;Further, the front wall includes a plurality of front wall splicing panels, and the plurality of front wall splicing panels are spliced in sequence to form a wall structure;
所述后墙包括多块后墙拼接板,多块所述后墙拼接板依次拼接形成墙体结构。The rear wall includes a plurality of rear wall splicing boards, and the plurality of rear wall splicing boards are sequentially spliced to form a wall structure.
进一步,所述承载底板包括加强筋和多块底板本体,多块所述底板本体依次拼接且覆盖设置在所述加强筋的外表面。Further, the load-bearing bottom plate includes a reinforcing rib and a plurality of bottom plate bodies, and the plurality of bottom plate bodies are sequentially spliced and arranged on the outer surface of the reinforcing rib.
进一步,还包括摄像系统,所述摄像系统设置在所述反力梁上。Further, it also includes a camera system, and the camera system is arranged on the reaction beam.
进一步,所述轴向加载装置包括壳体、伺服电机、滚珠丝杠、螺母套、螺母、导向轴承套和加载板,所述滚珠丝杠、螺母套、螺母及导向轴承套均设置在所述壳体内部,所述壳体滑动设置所述反力梁上,所述伺服电机滑动设置在所述反力梁上,所述伺服电机通过减速机与所述滚珠丝杠的一端传动连接,所述螺母旋设在所述滚珠丝杠的另一端,所述导向轴承套套设在所述螺母的外侧,所述导向轴承套与所述螺母固定连接,所述加载板固定设置在所述导向轴承套的端部,所述螺母套滑动套设在所述导向轴承套外侧,所述螺母套端部固定设置在所述加载梁上,所述螺母套上设置有力传感器。Further, the axial loading device includes a housing, a servo motor, a ball screw, a nut sleeve, a nut, a guide bearing sleeve, and a loading plate, and the ball screw, nut sleeve, nut, and guide bearing sleeve are all arranged on the Inside the housing, the housing is slidably arranged on the reaction beam, the servo motor is slidably arranged on the reaction beam, and the servo motor is drivingly connected to one end of the ball screw through a reducer, so The nut is screwed on the other end of the ball screw, the guide bearing sleeve is sleeved on the outside of the nut, the guide bearing sleeve is fixedly connected to the nut, and the loading plate is fixedly arranged on the guide bearing At the end of the sleeve, the nut sleeve is slidingly sleeved on the outer side of the guide bearing sleeve, the end of the nut sleeve is fixedly arranged on the loading beam, and a force sensor is arranged on the nut sleeve.
进一步,还包括升降机,所述升降机固定安装在所述承载柱上,所述升降机的驱动端与所述壳体固定连接。Further, it also includes an elevator, the elevator is fixedly installed on the bearing column, and the driving end of the elevator is fixedly connected with the housing.
进一步,所述降雨模拟系统包括储水箱、增压泵、调压阀和多组喷头,所述多组喷头设置在所述模型框架系统上,所述增压泵与所述储水箱连通,所述增压泵通过所述调压阀与所述喷头连通,所述所述调压阀的回流孔与所 述储水箱连通。Further, the rainfall simulation system includes a water storage tank, a booster pump, a pressure regulating valve, and multiple sets of nozzles, the multiple sets of nozzles are arranged on the model frame system, the booster pump is in communication with the water storage tank, and the The booster pump is in communication with the spray head through the pressure regulating valve, and the return hole of the pressure regulating valve is in communication with the water storage tank.
本发明提供一种边坡原位加载装置,包括模型框架系统、轴向加载装置、降雨模拟系统和伺服控制系统,测试模型设置在所述模型框架系统内部,所述轴向加载装置固定安装在所述模型框架系统上,所述轴向加载装置与所述伺服控制系统信号连接,所述降雨模拟系统固定安装在所述模型框架系统上。这样,模型被固定在模型框架系统内;并通过轴向加载装置对试件进行加压;通过伺服控制系统进行伺服控制加压;能够根据实际情况对模型进行加载试验测试,模拟实际载荷和降雨工况,从而实现边坡的原位试验。The invention provides an in-situ loading device for a side slope, which includes a model frame system, an axial loading device, a rainfall simulation system and a servo control system. The test model is arranged inside the model frame system, and the axial loading device is fixedly installed On the model frame system, the axial loading device is in signal connection with the servo control system, and the rainfall simulation system is fixedly installed on the model frame system. In this way, the model is fixed in the model frame system; and the test piece is pressurized by the axial loading device; the servo control pressurization is performed by the servo control system; the model can be tested according to the actual situation, and the actual load and rainfall can be simulated In order to realize the in-situ test of the slope.
附图说明Description of the drawings
图1为本发明实施例的边坡原位加载装置的主视结构示意图;FIG. 1 is a schematic diagram of the front view structure of a slope in-situ loading device according to an embodiment of the present invention;
图2为图1的侧视结构示意图;Figure 2 is a schematic side view of the structure of Figure 1;
图3为本发明实施例的加载梁结构示意图;3 is a schematic diagram of the structure of a loading beam according to an embodiment of the present invention;
图4为本发明实施例的单轴加载装置示意图;4 is a schematic diagram of a uniaxial loading device according to an embodiment of the present invention;
图5为本发明实施例的反力梁示意图;Figure 5 is a schematic diagram of a reaction beam according to an embodiment of the present invention;
图6为本发明实施例的承载柱示意图;Fig. 6 is a schematic diagram of a bearing column according to an embodiment of the invention;
图7为本发明实施例的底板结构示意图;FIG. 7 is a schematic diagram of a bottom plate structure according to an embodiment of the present invention;
图8为本发明实施例的侧墙结构示意图;FIG. 8 is a schematic diagram of a side wall structure according to an embodiment of the present invention;
图9为本发明实施例的降雨模拟系统结构示意图。Fig. 9 is a schematic structural diagram of a rainfall simulation system according to an embodiment of the present invention.
附图中,各标号所代表的部件列表如下:In the drawings, the list of parts represented by each number is as follows:
1、加载梁,2、反力梁,3、承载柱,4、后墙/前墙,5、侧墙,6、承载底板,7、摄像系统,8、加载板,9、滚珠丝杆,10、螺母,11、螺母套,12、导向轴承套,13、力传感器,14、升降机,15、减速机,16、伺服电机,17、喷头,18、储水箱,19、增压泵,20、调压阀。1. Loading beam, 2. Reaction beam, 3. Bearing column, 4. Back wall/front wall, 5. Side wall, 6. Bearing base plate, 7. Camera system, 8. Loading plate, 9. Ball screw, 10. Nut, 11, nut sleeve, 12, guide bearing sleeve, 13, force sensor, 14, elevator, 15, reducer, 16, servo motor, 17, nozzle, 18, water storage tank, 19, booster pump, 20 , Pressure regulating valve.
具体实施方式Detailed ways
以下结合附图对本发明的原理和特征进行描述,所举实例只用于解释本发明,并非用于限定本发明的范围。The principles and features of the present invention will be described below with reference to the accompanying drawings. The examples cited are only used to explain the present invention and not used to limit the scope of the present invention.
在本发明的描述中,需要理解的是,术语“上”、“下”、“中心”、“内”、“外”、“顶”、“底”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In the description of the present invention, it should be understood that the terms "upper", "lower", "center", "inner", "outer", "top", "bottom", etc. indicate the orientation or positional relationship based on the attachment The orientation or positional relationship shown in the figure is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a reference to the present invention. Limitations of the invention.
在本发明的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本发明中的具体含义。In the description of the present invention, it should be noted that the terms "installed", "connected" and "connected" should be understood in a broad sense, unless otherwise clearly specified and limited. For example, they can be fixed or detachable. Connected or integrally connected; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the internal communication between two components. For those of ordinary skill in the art, the specific meaning of the above-mentioned terms in the present invention can be understood in specific situations.
如图1-图9所示,本发明提供一种边坡原位加载装置,包括模型框架系统、轴向加载装置、降雨模拟系统和伺服控制系统,测试模型设置在所述模型框架系统内部,所述轴向加载装置固定安装在所述模型框架系统上,所述轴向加载装置与所述伺服控制系统信号连接,所述降雨模拟系统固定安装在所述模型框架系统上。这样,模型被固定在模型框架系统内;并通过轴向加载装置对试件进行加压;通过伺服控制系统进行伺服控制加压;能够根据实际情况对模型进行加载试验测试,模拟实际载荷和降雨工况,从而实现边坡的原位试验。As shown in Figures 1 to 9, the present invention provides a slope in-situ loading device, including a model frame system, an axial loading device, a rainfall simulation system, and a servo control system. The test model is set inside the model frame system. The axial loading device is fixedly installed on the model frame system, the axial loading device is signal connected with the servo control system, and the rainfall simulation system is fixedly installed on the model frame system. In this way, the model is fixed in the model frame system; and the test piece is pressurized by the axial loading device; the servo control pressurization is performed by the servo control system; the model can be tested according to the actual situation, and the actual load and rainfall can be simulated In order to realize the in-situ test of the slope.
本发明的边坡原位加载装置,如图1-图9所示,在前面描述的技术方案的基础上还可以是:所述模型框架系统包括加载梁1、反力梁2、前墙、后墙、承载底板6及两块侧墙5,所述前墙、侧墙5、后墙、侧墙5依次拼接 形成框架结构,所述承载底板6安装在所述框架结构的下部,所述反力梁2两端分别与两个所述侧墙5可拆卸连接,所述加载梁1活动安装在所述反力梁2下方,所述轴向加载装置安装在所述反力梁2上,所述加载梁1与所述轴向加载装置固定连接,所述降雨模拟系统安装在两个所述侧墙5之间。进一步优选的技术方案是:所述侧墙5包括多个侧墙5拼接板和多个承载柱3,所述承载柱3下端安装在所述承载底板6上,所述承载柱3上端与所述加载梁1固定连接,多块所述侧墙5拼接板拼接安装在相邻两个承载柱3之间。这样,左右侧墙5各有4根承载柱3与底板、反力梁2相互螺栓连接,构成内部受力的反力框架,承载柱3主要承受轴向加载时的拉力,和模型侧鼓时的水平鼓胀力。The slope in-situ loading device of the present invention, as shown in Figures 1 to 9, on the basis of the technical solution described above, can also be: the model frame system includes a loading beam 1, a reaction beam 2, a front wall, The rear wall, the load-bearing floor 6 and two side walls 5, the front wall, the side wall 5, the rear wall, and the side wall 5 are successively spliced to form a frame structure, and the load-bearing floor 6 is installed at the lower part of the frame structure. The two ends of the reaction beam 2 are respectively detachably connected to the two side walls 5, the loading beam 1 is movably installed under the reaction beam 2, and the axial loading device is installed on the reaction beam 2 The loading beam 1 is fixedly connected to the axial loading device, and the rainfall simulation system is installed between the two side walls 5. A further preferred technical solution is: the side wall 5 includes a plurality of side wall 5 splicing plates and a plurality of bearing columns 3, the lower end of the bearing column 3 is installed on the bearing bottom plate 6, and the upper end of the bearing column 3 is The loading beam 1 is fixedly connected, and a plurality of splicing plates of the side wall 5 are spliced and installed between two adjacent bearing columns 3. In this way, the left and right side walls 5 each have 4 bearing columns 3 bolted to the bottom plate and reaction beam 2 to form an internal reaction force frame. The bearing columns 3 mainly bear the tensile force of the axial load and the model side drum. The horizontal bulging force.
本发明的边坡原位加载装置,如图1-图9所示,在前面描述的技术方案的基础上还可以是:所述前墙包括多块前墙拼接板,多块所述前墙拼接板依次拼接形成墙体结构;The slope in-situ loading device of the present invention, as shown in Figures 1 to 9, on the basis of the technical solutions described above, can also be: the front wall includes a plurality of front wall splicing panels, and a plurality of the front wall The splicing boards are spliced in sequence to form a wall structure;
所述后墙包括多块后墙拼接板,多块所述后墙拼接板依次拼接形成墙体结构。这样,后墙及侧墙5拼焊而成,与承载柱3和底板相互连接,与模型相接触的内侧采用35mm厚度的透明有机玻璃板,有机玻璃板通过螺钉安装在墙体内侧型钢上。The rear wall includes a plurality of rear wall splicing boards, and the plurality of rear wall splicing boards are sequentially spliced to form a wall structure. In this way, the back wall and the side wall 5 are welded together and connected with the bearing column 3 and the bottom plate. The inner side contacting the model adopts a transparent plexiglass plate with a thickness of 35mm, and the plexiglass plate is installed on the inner side steel of the wall by screws.
本发明的边坡原位加载装置,如图1-图9所示,在前面描述的技术方案的基础上还可以是:所述承载底板6包括加强筋和多块底板本体,多块所述底板本体依次拼接且覆盖设置在所述加强筋的外表面。这样,底板由分体拼装而成,承受模型带来的轴向应力,因为边模型加载时应力分布不均匀,从靠近后墙位置向前应力逐步减小,因此结构焊接时筋板的分布也是不均匀的,最大限度的增加材料的利用率和结构的合理性。The slope in-situ loading device of the present invention, as shown in Figures 1 to 9, on the basis of the technical solutions described above, can also be: the load-bearing bottom plate 6 includes reinforcing ribs and multiple bottom plate bodies, The bottom body is sequentially spliced and arranged on the outer surface of the reinforcing rib. In this way, the bottom plate is assembled separately and bears the axial stress brought by the model. Because the stress distribution is uneven when the side model is loaded, the stress gradually decreases from the position close to the back wall, so the distribution of the ribs during structural welding is also Uneven, maximize the utilization of materials and the rationality of the structure.
本发明的边坡原位加载装置,如图1-图9所示,在前面描述的技术方案的基础上还可以是:还包括摄像系统7,所述摄像系统7设置在所述反力梁 2上。这样,通过摄像系统7可以对模型进行加载过程中进行实时监控。The slope in-situ loading device of the present invention, as shown in Figures 1 to 9, on the basis of the technical solution described above, it can also include a camera system 7, which is arranged on the reaction beam 2 on. In this way, the camera system 7 can perform real-time monitoring during the loading process of the model.
本发明的边坡原位加载装置,如图1-图9所示,在前面描述的技术方案的基础上还可以是:所述轴向加载装置包括壳体、伺服电机16、滚珠丝杠、螺母套11、螺母10、导向轴承套12和加载板8,所述滚珠丝杠、螺母套11、螺母10及导向轴承套12均设置在所述壳体内部,所述壳体滑动设置所述反力梁2上,所述伺服电机16滑动设置在所述反力梁2上,所述伺服电机16通过减速机15与所述滚珠丝杠的一端传动连接,所述螺母10旋设在所述滚珠丝杠的另一端,所述导向轴承套12套设在所述螺母10的外侧,所述导向轴承套12与所述螺母10固定连接,所述加载板8固定设置在所述导向轴承套12的端部,所述螺母套11滑动套设在所述导向轴承套12外侧,所述螺母套11端部固定设置在所述加载梁1上,所述螺母套11上设置有力传感器13。进一步优选的技术方案是:还包括升降机14,所述升降机14固定安装在所述承载柱3上,所述升降机14的驱动端与所述壳体固定连接。这样,其中轴向加载装置包括减速机15、加载梁1、加载板8、丝杆结构,加载梁1中间开孔安装丝杆滚珠结构,加载梁1在丝杆升降机14的带动下可在1.6米范围内自由滑动,根据试验时实际情况调整加载位置;其中轴向加载装置采用减速机15驱动滚珠丝杆9副结构,丝杆旋转螺母10垂直运动,螺母10连接在加载板8上对模型加载,螺母套11前端有力传感器13,将实时加载负荷数据传送到伺服控制系统。The slope in-situ loading device of the present invention, as shown in Figs. 1-9, can also be based on the technical solution described above: the axial loading device includes a housing, a servo motor 16, a ball screw, The nut sleeve 11, the nut 10, the guide bearing sleeve 12 and the loading plate 8, the ball screw, the nut sleeve 11, the nut 10 and the guide bearing sleeve 12 are all arranged inside the housing, and the housing is slidingly arranged On the reaction beam 2, the servo motor 16 is slidably arranged on the reaction beam 2, the servo motor 16 is drivingly connected to one end of the ball screw through a reducer 15, and the nut 10 is screwed on the At the other end of the ball screw, the guide bearing sleeve 12 is sleeved on the outer side of the nut 10, the guide bearing sleeve 12 is fixedly connected to the nut 10, and the loading plate 8 is fixedly arranged on the guide bearing At the end of the sleeve 12, the nut sleeve 11 is slidingly sleeved outside the guide bearing sleeve 12, the end of the nut sleeve 11 is fixedly arranged on the loading beam 1, and the nut sleeve 11 is provided with a force sensor 13 . A further preferred technical solution is to further include an elevator 14 which is fixedly installed on the bearing column 3, and the driving end of the elevator 14 is fixedly connected to the housing. In this way, the axial loading device includes a reducer 15, a loading beam 1, a loading plate 8, and a screw structure. The loading beam 1 has a hole in the middle to install a screw ball structure. The loading beam 1 can be driven by the screw lift 14 to 1.6 Slide freely within a meter range, and adjust the loading position according to the actual situation during the test; the axial loading device uses a reducer 15 to drive the ball screw 9 pairs of structures, the screw rotates the nut 10 to move vertically, and the nut 10 is connected to the loading plate 8 for the model For loading, there is a force sensor 13 at the front end of the nut sleeve 11, which transmits the real-time loading data to the servo control system.
本发明的边坡原位加载装置,如图1-图9所示,在前面描述的技术方案的基础上还可以是:所述降雨模拟系统包括储水箱18、增压泵19、调压阀20和多组喷头17,所述多组喷头17设置在所述模型框架系统上,所述增压泵19与所述储水箱18连通,所述增压泵19通过所述调压阀20与所述喷头17连通,所述所述调压阀20的回流孔与所述储水箱18连通。这样,降雨模拟系统该系统由储水箱18、增压泵19、调压阀20、供水管路、喷头17及压 力、流量仪表等组成,可模拟降雨试验,通过调节系统压力来控制系统流量。The slope in-situ loading device of the present invention, as shown in Figures 1 to 9, on the basis of the technical solution described above, can also be: the rainfall simulation system includes a water storage tank 18, a booster pump 19, and a pressure regulating valve 20 and multiple sets of spray heads 17, the multiple sets of spray heads 17 are arranged on the model frame system, the booster pump 19 is in communication with the water storage tank 18, and the booster pump 19 is connected to the pressure regulating valve 20 The spray head 17 is in communication, and the return hole of the pressure regulating valve 20 is in communication with the water storage tank 18. In this way, the rainfall simulation system consists of a water storage tank 18, a booster pump 19, a pressure regulating valve 20, a water supply pipeline, a nozzle 17 and pressure and flow meters. It can simulate a rainfall test and control the system flow by adjusting the system pressure.
边坡原位加载装置,主要包括模型框架系统、轴向加载装置、降雨模拟系统、伺服控制系统系统,其中最大模型为长6.5米、宽5米,高5米的长方体,加载方式为电机伺服控制轴向加载,轴向加载装置采用减速机15驱动滚珠丝杆9副结构,丝杆旋转螺母10垂直运动,螺母套11前端有力传感器13,将实时加载负荷数据传送到控制系统,驱动源为松下伺服电机16。伺服电机16为2KW,减速机15为KF97R77组合大减速比系列,滚珠丝杆9为直径160mm大载荷丝杆,单组加载机构的加载能力为2000KN,共10组,总加载能力20000KN。Slope in-situ loading device, including model frame system, axial loading device, rainfall simulation system, and servo control system system. The largest model is a rectangular parallelepiped with a length of 6.5 meters, a width of 5 meters, and a height of 5 meters. The loading method is motor servo To control the axial load, the axial load device adopts a reducer 15 to drive the ball screw 9 pairs of structures, the screw rotates the nut 10 to move vertically, the nut sleeve 11 has a force sensor 13 at the front end, and transmits the real-time load data to the control system. The driving source is Panasonic servo motor 16. Servo motor 16 is 2KW, reducer 15 is KF97R77 combined large reduction ratio series, ball screw 9 is a large load screw with a diameter of 160mm, the loading capacity of a single group of loading mechanism is 2000KN, there are 10 groups in total, and the total loading capacity is 20,000KN.
如图所示,本发明实施例的边坡原位加载装置包括模型框架系统、轴向加载装置、降雨模拟系统、伺服控制系统;其中,边坡模型预先构筑在框架内,模型可以为潜在的滑坡或崩塌岩土体模型;并通过加载装置对模型进行加载。框架系统的顶部为轴向加载装置和降雨模拟系统。加载装置主要位于框架系统的后半部分,对应于对边坡模型的坡顶部分施加荷载的工况,降雨模拟系统位于框架系统的后半部分,对应于对边坡模型的坡面施加降雨的工况,如图所示,其中加载装置主要包括减速机15、加载梁1、加载板8、滚珠丝杆9。其中滚珠丝杆9通过穿孔穿过加载梁1,升降机14通过螺栓连接在丝杆外部,伺服电机16控制减速机15驱动滚珠丝杆9副结构,丝杆旋转螺母10垂直运动,螺母套11前有力传感器13,将实时负荷数据再传回到控制系统。加载梁1可在升降机14的控制下在1.6米范围内上下调整位置,如图所示,加载系统共有10组,可分别进行控制,也可同时进行加载。降雨模拟系统由储水箱18、增压泵19、调压阀20、供水管路、喷头17及压力、流量仪表等组成,在加载的同时或加载前、加载后模拟降雨试验,通过调节系统压力来控制系统流量。喷头17固定在框架系统顶部的前方,储水箱18、增压泵19、调压阀20以及供水管路固定在框架外一侧,自来水预先存储在 储水箱18内,通过增压泵19将压力增压到需要值,打开开关通过喷淋口喷淋到模型顶部,最大压力0.3mpa,最大流量4立方米/小时。通过以上装置,最终可以实现在不同加载和降雨工况下的边坡失稳过程的模拟。As shown in the figure, the slope in-situ loading device of the embodiment of the present invention includes a model frame system, an axial loading device, a rainfall simulation system, and a servo control system; wherein the slope model is pre-built in the frame, and the model can be a potential Landslide or collapse rock and soil model; and load the model through the loading device. The top of the frame system is an axial loading device and a rainfall simulation system. The loading device is mainly located in the second half of the frame system, which corresponds to the condition of applying load to the top part of the slope model. The rainfall simulation system is located in the second half of the frame system, corresponding to the application of rainfall to the slope of the slope model. Working conditions, as shown in the figure, the loading device mainly includes a reducer 15, a loading beam 1, a loading plate 8, and a ball screw 9. The ball screw 9 passes through the loading beam 1 through perforations, the elevator 14 is connected to the outside of the screw through bolts, the servo motor 16 controls the reducer 15 to drive the ball screw 9 sub-structure, the screw rotates the nut 10 to move vertically, and the nut sleeve 11 The force sensor 13 transmits the real-time load data back to the control system. The loading beam 1 can be adjusted up and down within a range of 1.6 meters under the control of the elevator 14. As shown in the figure, the loading system has 10 groups, which can be controlled separately or loaded simultaneously. The rainfall simulation system is composed of water storage tank 18, booster pump 19, pressure regulating valve 20, water supply pipeline, nozzle 17 and pressure and flow meters. Simulate rainfall test while loading or before and after loading, and adjust the system pressure To control the system flow. The spray head 17 is fixed at the front of the top of the frame system. The water storage tank 18, booster pump 19, pressure regulating valve 20 and water supply pipeline are fixed on the outside of the frame. Tap water is stored in the water tank 18 in advance, and the pressure is reduced by the booster pump 19 Pressurize to the required value, turn on the switch and spray to the top of the model through the spray port, the maximum pressure is 0.3mpa, and the maximum flow is 4 cubic meters per hour. Through the above devices, the simulation of the slope instability process under different loading and rainfall conditions can finally be realized.
如图1-图9所示,加载梁1采用100mm优质碳素结构钢Q345焊接加工而成,长度7米,高度1.5米,厚度0.6米,内部有加强筋,净重量约23.5吨,在20000KN的加载情况下可保证大梁本身的强度和刚度。两根反力梁2安装在加载梁1的上方,通过螺栓与承载柱3连接在一起,长度7.1米,宽度1米,厚度0.5米,50mm钢板焊接结构,内部有加强筋,局部加密结构,净重量约10吨。在加载梁1工作面1.6米范围内,单根反力梁2的承载力为10000kn。As shown in Figure 1 to Figure 9, the loading beam 1 is made of 100mm high-quality carbon structural steel Q345 welded and processed, with a length of 7 meters, a height of 1.5 meters, and a thickness of 0.6 meters. There are reinforcing ribs inside, and the net weight is about 23.5 tons, at 20000KN. The strength and rigidity of the beam itself can be guaranteed under the loading conditions. Two reaction beams 2 are installed above the loading beam 1, and are connected to the load-bearing column 3 by bolts. The length is 7.1 meters, the width is 1 meter, and the thickness is 0.5 meters. It has a 50mm steel plate welded structure, internal reinforcement ribs, and a local dense structure. The net weight is about 10 tons. Within 1.6 meters of the working surface of the loading beam 1, the bearing capacity of a single reaction beam 2 is 10000kn.
如图1-图9所示,左右两侧墙5共8根承载柱3采用1000x300mm的H形型钢焊接而成轴向加载20000KN载荷时,共4根承载柱3为加载梁1提供反力,单个承载柱3的平均受力为5000KN。As shown in Figure 1 to Figure 9, a total of 8 load-bearing columns 3 on the left and right walls 5 are welded with 1000x300mm H-shaped steel. When an axial load of 20,000 KN is loaded, a total of 4 load-bearing columns 3 provide reaction force for the load beam 1. The average force of a single bearing column 3 is 5000KN.
如图1-图9所示,底板承受模型带来的轴向应力,因为边模型加载时应力分布不均匀,从靠近后墙位置向前应力逐步减小,因此结构焊接时筋板的分布也是不均匀的,最大限度的增加材料的利用率和结构的合理性。整块底板尺寸过大,运输过程会有困难,采用分体结构设计,到现场后拼装成一整体。底板大小为7100*7000*500mm。As shown in Figure 1 to Figure 9, the bottom plate bears the axial stress caused by the model. Because the stress distribution is uneven when the edge model is loaded, the stress gradually decreases from the position close to the back wall forward, so the distribution of the ribs during structural welding is also Uneven, maximize the utilization of materials and the rationality of the structure. If the size of the whole bottom plate is too large, it will be difficult to transport it. The split structure design is adopted and assembled into a whole after arriving on site. The size of the bottom plate is 7100*7000*500mm.
如图1-图9所示,后墙及侧墙5采用50B工字拼焊而成,与承载柱3和底板相互连接,最大高度5.5米,超出模型高度0.5米,厚度0.5米。与模型相接触的内侧采用35mm厚度的透明有机玻璃板,有机玻璃板通过螺钉安装在墙体内侧型钢上。As shown in Figure 1 to Figure 9, the rear wall and side wall 5 are welded by 50B I-shaped, which are connected to the load-bearing column 3 and the bottom plate. The maximum height is 5.5 meters, which exceeds the height of the model by 0.5 meters and the thickness is 0.5 meters. The inner side in contact with the model adopts a 35mm-thick transparent plexiglass plate, which is installed on the inner section steel of the wall by screws.
以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection of the present invention. Within range.

Claims (9)

  1. 一种边坡原位加载装置,其特征在于:包括模型框架系统、轴向加载装置、降雨模拟系统和伺服控制系统,测试模型设置在所述模型框架系统内部,所述轴向加载装置固定安装在所述模型框架系统上,所述轴向加载装置与所述伺服控制系统信号连接,所述降雨模拟系统固定安装在所述模型框架系统上。A slope in-situ loading device, which is characterized in that it comprises a model frame system, an axial loading device, a rainfall simulation system and a servo control system. The test model is set inside the model frame system, and the axial loading device is fixedly installed On the model frame system, the axial loading device is in signal connection with the servo control system, and the rainfall simulation system is fixedly installed on the model frame system.
  2. 根据权利要求1所述的边坡原位加载装置,其特征在于:所述模型框架系统包括加载梁(1)、反力梁(2)、前墙、后墙、承载底板(6)及两块侧墙(5),所述前墙、侧墙(5)、后墙、侧墙(5)依次拼接形成框架结构,所述承载底板(6)安装在所述框架结构的下部,所述反力梁(2)两端分别与两个所述侧墙(5)可拆卸连接,所述加载梁(1)活动安装在所述反力梁(2)下方,所述轴向加载装置安装在所述反力梁(2)上,所述加载梁(1)与所述轴向加载装置固定连接,所述降雨模拟系统安装在两个所述侧墙(5)之间。The slope in-situ loading device according to claim 1, characterized in that: the model frame system includes a loading beam (1), a reaction beam (2), a front wall, a rear wall, a bearing bottom plate (6) and two Block side wall (5), the front wall, side wall (5), rear wall, and side wall (5) are spliced in sequence to form a frame structure, and the load-bearing bottom plate (6) is installed at the lower part of the frame structure. The two ends of the reaction beam (2) are respectively detachably connected with the two side walls (5), the loading beam (1) is movably installed under the reaction beam (2), and the axial loading device is installed On the reaction beam (2), the loading beam (1) is fixedly connected with the axial loading device, and the rainfall simulation system is installed between the two side walls (5).
  3. 根据权利要求2所述的边坡原位加载装置,其特征在于:所述侧墙(5)包括多个侧墙(5)拼接板和多个承载柱(3),所述承载柱(3)下端安装在所述承载底板(6)上,所述承载柱(3)上端与所述加载梁(1)固定连接,多块所述侧墙(5)拼接板拼接安装在相邻两个承载柱(3)之间。The slope in-situ loading device according to claim 2, characterized in that: the side wall (5) includes a plurality of side wall (5) splicing plates and a plurality of load-bearing columns (3), and the load-bearing column (3) ) The lower end is installed on the load-bearing bottom plate (6), the upper end of the load-bearing column (3) is fixedly connected with the load beam (1), and multiple splicing plates of the side walls (5) are spliced and installed on two adjacent Between the bearing columns (3).
  4. 根据权利要求3所述的边坡原位加载装置,其特征在于:所述前墙包括多块前墙拼接板,多块所述前墙拼接板依次拼接形成墙体结构;The slope in-situ loading device according to claim 3, wherein the front wall comprises a plurality of front wall splicing panels, and the plurality of front wall splicing panels are spliced in sequence to form a wall structure;
    所述后墙包括多块后墙拼接板,多块所述后墙拼接板依次拼接形成墙体结构。The rear wall includes a plurality of rear wall splicing boards, and the plurality of rear wall splicing boards are sequentially spliced to form a wall structure.
  5. 根据权利要求4所述的边坡原位加载装置,其特征在于:所述承载底板(6)包括加强筋和多块底板本体,多块所述底板本体依次拼接且覆盖 设置在所述加强筋的外表面。The slope in-situ loading device according to claim 4, characterized in that: the load-bearing bottom plate (6) comprises a reinforcing rib and a plurality of bottom plate bodies, and a plurality of the bottom plate bodies are sequentially spliced and arranged to cover the reinforcing ribs. The outer surface.
  6. 根据权利要求2所述的边坡原位加载装置,其特征在于:还包括摄像系统(7),所述摄像系统(7)设置在所述反力梁(2)上。The slope in-situ loading device according to claim 2, characterized in that it further comprises a camera system (7), and the camera system (7) is arranged on the reaction beam (2).
  7. 根据权利要求2所述的边坡原位加载装置,其特征在于:所述轴向加载装置包括壳体、伺服电机(16)、滚珠丝杠、螺母套(11)、螺母(10)、导向轴承套(12)和加载板(8),所述滚珠丝杠、螺母套(11)、螺母(10)及导向轴承套(12)均设置在所述壳体内部,所述壳体滑动设置所述反力梁(2)上,所述伺服电机(16)滑动设置在所述反力梁(2)上,所述伺服电机(16)通过减速机(15)与所述滚珠丝杠的一端传动连接,所述螺母(10)旋设在所述滚珠丝杠的另一端,所述导向轴承套(12)套设在所述螺母(10)的外侧,所述导向轴承套(12)与所述螺母(10)固定连接,所述加载板(8)固定设置在所述导向轴承套(12)的端部,所述螺母套(11)滑动套设在所述导向轴承套(12)外侧,所述螺母套(11)端部固定设置在所述加载梁(1)上,所述螺母套(11)上设置有力传感器(13)。The slope in-situ loading device according to claim 2, characterized in that the axial loading device includes a housing, a servo motor (16), a ball screw, a nut sleeve (11), a nut (10), and a guide The bearing sleeve (12) and the loading plate (8), the ball screw, the nut sleeve (11), the nut (10) and the guide bearing sleeve (12) are all arranged inside the housing, and the housing is slidingly arranged On the reaction beam (2), the servo motor (16) is slidably arranged on the reaction beam (2), and the servo motor (16) is connected to the ball screw via a reducer (15) One end is driven and connected, the nut (10) is screwed on the other end of the ball screw, the guide bearing sleeve (12) is sleeved on the outside of the nut (10), and the guide bearing sleeve (12) Fixedly connected with the nut (10), the loading plate (8) is fixedly arranged at the end of the guide bearing sleeve (12), and the nut sleeve (11) is slidingly sleeved on the guide bearing sleeve (12) ) Outside, the end of the nut sleeve (11) is fixedly arranged on the loading beam (1), and a force sensor (13) is arranged on the nut sleeve (11).
  8. 根据权利要求7所述的边坡原位加载装置,其特征在于:还包括升降机(14),所述升降机(14)固定安装在所述承载柱(3)上,所述升降机(14)的驱动端与所述壳体固定连接。The slope in-situ loading device according to claim 7, characterized in that it further comprises an elevator (14), the elevator (14) is fixedly installed on the load-bearing column (3), and the elevator (14) The driving end is fixedly connected with the housing.
  9. 根据权利要求1所述的边坡原位加载装置,其特征在于:所述降雨模拟系统包括储水箱(18)、增压泵(19)、调压阀(20)和多组喷头(17),所述多组喷头(17)设置在所述模型框架系统上,所述增压泵(19)与所述储水箱(18)连通,所述增压泵(19)通过所述调压阀(20)与所述喷头(17)连通,所述所述调压阀(20)的回流孔与所述储水箱(18)连通。The slope in-situ loading device according to claim 1, characterized in that: the rainfall simulation system includes a water storage tank (18), a booster pump (19), a pressure regulating valve (20) and multiple sets of nozzles (17) , The multiple sets of nozzles (17) are arranged on the model frame system, the booster pump (19) is in communication with the water storage tank (18), and the booster pump (19) passes through the pressure regulating valve (20) is in communication with the spray head (17), and the return hole of the pressure regulating valve (20) is in communication with the water storage tank (18).
PCT/CN2019/095377 2019-07-10 2019-07-10 Side slope in-situ loading device WO2021003689A1 (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111855121A (en) * 2020-08-17 2020-10-30 昆明理工大学 Slope instability experimental device and method with rainfall and earthquake as inducement factors
CN113092046A (en) * 2021-04-06 2021-07-09 西南交通大学 Stability research system of high and steep slope under earthquake and rainfall action
CN113178121A (en) * 2021-04-29 2021-07-27 信阳师范学院 Side slope physical experiment model
CN113252269A (en) * 2021-05-12 2021-08-13 中国矿业大学 Multi-dimensional space self-balancing loading system in mobile high-temperature coupling environment
CN113293807A (en) * 2021-05-19 2021-08-24 武汉大学 Sand structure microscopic test model
CN114088587A (en) * 2021-11-19 2022-02-25 华东交通大学 Boundless particle torsional shear loading hollow cylinder photoelastic experiment device and using method thereof
CN115184587A (en) * 2022-07-12 2022-10-14 中南大学 Visual model test device and method for simulating slope dead weight damage

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113899673B (en) * 2021-09-29 2024-04-16 中国地质科学院地质力学研究所 Top loading and rainfall infiltration coupling test lower side slope model experimental device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100100248A (en) * 2009-03-05 2010-09-15 주식회사 한진중공업 Screw plate loading test device
CN107102119A (en) * 2017-05-23 2017-08-29 中国安全生产科学研究院 A kind of slope and land slide experimental rig
CN207457224U (en) * 2017-09-29 2018-06-05 中冶交通建设集团有限公司 A kind of slope model test device
JP2018124105A (en) * 2017-01-31 2018-08-09 日特建設株式会社 Single shear testing device and method
CN109142685A (en) * 2018-10-19 2019-01-04 西南交通大学 Subgrade slope engineering model test box

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4388242B2 (en) * 2001-05-31 2009-12-24 学校法人東海大学 Ground collapse / destruction prediction method
CN101086494B (en) * 2007-07-03 2010-05-26 浙江大学 Foundation and slope engineering model test platform
CN103234821B (en) * 2013-03-27 2015-04-22 山东大学 Test apparatus and method for geotechnical engineering side slope multi-direction loading
CN104634945A (en) * 2015-02-05 2015-05-20 中国矿业大学(北京) Side slope rainfall simulation testing apparatus
CN206515156U (en) * 2017-03-13 2017-09-22 长沙理工大学 Multifunctional indoor model test device
US11567057B2 (en) * 2018-11-26 2023-01-31 Kun Fang Landslide experimental device for simulating constant seepage flow

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100100248A (en) * 2009-03-05 2010-09-15 주식회사 한진중공업 Screw plate loading test device
JP2018124105A (en) * 2017-01-31 2018-08-09 日特建設株式会社 Single shear testing device and method
CN107102119A (en) * 2017-05-23 2017-08-29 中国安全生产科学研究院 A kind of slope and land slide experimental rig
CN207457224U (en) * 2017-09-29 2018-06-05 中冶交通建设集团有限公司 A kind of slope model test device
CN109142685A (en) * 2018-10-19 2019-01-04 西南交通大学 Subgrade slope engineering model test box

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111855121A (en) * 2020-08-17 2020-10-30 昆明理工大学 Slope instability experimental device and method with rainfall and earthquake as inducement factors
CN111855121B (en) * 2020-08-17 2024-03-01 昆明理工大学 Slope instability experimental device and experimental method using rainfall and earthquake as inducements
CN113092046A (en) * 2021-04-06 2021-07-09 西南交通大学 Stability research system of high and steep slope under earthquake and rainfall action
CN113178121A (en) * 2021-04-29 2021-07-27 信阳师范学院 Side slope physical experiment model
CN113252269A (en) * 2021-05-12 2021-08-13 中国矿业大学 Multi-dimensional space self-balancing loading system in mobile high-temperature coupling environment
CN113252269B (en) * 2021-05-12 2022-07-19 中国矿业大学 Multi-dimensional space self-balancing loading system in mobile high-temperature coupling environment
CN113293807A (en) * 2021-05-19 2021-08-24 武汉大学 Sand structure microscopic test model
CN113293807B (en) * 2021-05-19 2023-08-01 武汉大学 Sand soil structure microscopic test model
CN114088587A (en) * 2021-11-19 2022-02-25 华东交通大学 Boundless particle torsional shear loading hollow cylinder photoelastic experiment device and using method thereof
CN115184587A (en) * 2022-07-12 2022-10-14 中南大学 Visual model test device and method for simulating slope dead weight damage

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