CN109060301B - Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles - Google Patents

Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles Download PDF

Info

Publication number
CN109060301B
CN109060301B CN201811245941.6A CN201811245941A CN109060301B CN 109060301 B CN109060301 B CN 109060301B CN 201811245941 A CN201811245941 A CN 201811245941A CN 109060301 B CN109060301 B CN 109060301B
Authority
CN
China
Prior art keywords
loose particles
chute
scraping
wrapping
rigid baffle
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.)
Active
Application number
CN201811245941.6A
Other languages
Chinese (zh)
Other versions
CN109060301A (en
Inventor
吴凤元
樊赟赟
王庆贺
刑观华
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.)
Shenyang Jianzhu University
Original Assignee
Shenyang Jianzhu University
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 Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201811245941.6A priority Critical patent/CN109060301B/en
Publication of CN109060301A publication Critical patent/CN109060301A/en
Application granted granted Critical
Publication of CN109060301B publication Critical patent/CN109060301B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M10/00Hydrodynamic testing; Arrangements in or on ship-testing tanks or water tunnels

Landscapes

  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • General Physics & Mathematics (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The invention belongs to the technical field of engineering application mechanics, and particularly relates to a device and a method for measuring impact force generated by loose particles after being wrapped and scraped. The technical proposal is as follows: the device comprises a bracket, a circulation chute, a gate, a clamping scraping area, a rigid baffle and a soil pressure sensor, wherein the circulation chute consists of two side plates and a bottom plate, the circulation chute is arranged on the bracket, and an included angle is formed between the circulation chute and a horizontal plane; the gate is arranged at the upstream of the flow chute, the rigid baffle is arranged at the downstream end of the flow chute, and the rigid baffle is perpendicular to the bottom plate of the flow chute; a plurality of soil pressure sensors are arranged at intervals along the central line of the rigid baffle in the vertical direction; the downstream bottom plate of the circulation chute is provided with a rectangular hole, the wrapping and scraping area is a plurality of side-by-side square grooves, and the wrapping and scraping area is arranged below the rectangular hole. The device is used for simulating the power process of the impact blocking structure after the loose particles are wrapped, scraped and used for measuring the acting force of the impact blocking structure.

Description

Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles
Technical Field
The invention belongs to the technical field of engineering application mechanics, and particularly relates to a device and a method for measuring impact force generated by loose particles after being wrapped and scraped.
Background
The chip flow is a common geological disaster, the phenomenon of clamping scraping is one of main reasons for forming a large-scale chip flow disaster, the volume of the chip flow is increased after the chip flow is clamped and scraped, the destructive power is enhanced, and the formed hazard is larger. The debris flow is a geological phenomenon of loose particle movement, the blocking structure is a common debris flow protection measure, and no system is studied how the acting force of the impact blocking structure changes after the debris flow is wrapped and scraped. The power process of the impact blocking structure after the scraping is carried out by the scraping is researched, so that the damage degree of the debris flow caused by the scraping effect can be more accurately known, scientific reference basis can be provided for the design of the blocking structure and the disaster management more effectively, and the method has practical significance. Therefore, there is an urgent need to find a test apparatus for measuring the acting force of impact blocking structure after loose particles are scraped by a scraper, so as to carry out related research work.
Disclosure of Invention
The invention provides a device and a method for measuring impact force generated by wrapping and scraping loose particles, which are used for simulating the power process of the impact blocking structure generated by wrapping and scraping loose particles and measuring the acting force of the impact blocking structure.
The technical scheme of the invention is as follows:
the device for measuring impact force generated by wrapping scraping of loose particles comprises a bracket, a circulating chute, a gate, a wrapping scraping area, a rigid baffle and a soil pressure sensor, wherein the circulating chute consists of two side plates and a bottom plate, the circulating chute is arranged on the bracket, and an included angle is formed between the circulating chute and a horizontal plane; the gate is arranged at the upstream of the flow chute, the rigid baffle is arranged at the downstream end of the flow chute, and the rigid baffle is perpendicular to the bottom plate of the flow chute; a plurality of soil pressure sensors are arranged at intervals along the central line of the rigid baffle in the vertical direction; the downstream bottom plate of the circulating chute is provided with a rectangular hole, the wrapping and scraping area is a plurality of side-by-side square grooves, and the wrapping and scraping area is arranged below the rectangular hole.
The device for measuring the impact force generated by the loose particles after the wrapping and scraping is characterized in that a plurality of chocks corresponding to the square groove in volume are arranged, and the length of the wrapping and scraping area and the distance between the upstream boundary of the wrapping and scraping area and the gate can be adjusted by filling one part of the chocks in the square groove and filling the other part of the square groove with the loose particles.
The device for measuring the impact force generated by the loose particles after being wrapped and scraped is characterized in that the support is a stand column with adjustable height, and the included angle between the circulating chute and the horizontal plane is controlled by adjusting the height of the support.
The device for measuring the impact force generated by the loose particles after being wrapped, shoveled and scraped is characterized in that the soil pressure sensor is externally connected with a collecting and testing system.
The device for measuring the impact force generated by the loose particles after being wrapped and scraped is preferably provided with a high-speed digital camera.
The method for measuring the impact force generated by wrapping and scraping loose particles comprises the following specific steps of:
step one: leveling a test site, placing a bracket on the test site, fixing a circulating chute on the bracket, and forming a certain angle between the circulating chute and a horizontal plane by adjusting the height of the bracket;
step two: loose particles are placed between the gate and the flow chute, and loose particles or plugs are filled in the wrapping and clamping scraping area so as to adjust the length of the wrapping and clamping scraping area and the distance between the upstream boundary of the wrapping and clamping scraping area and the gate;
step three: rapidly pulling out the gate, enabling loose particles to slide down along the flow chute, generating a clamping scraping effect when the loose particles pass through the clamping scraping area, continuing to move after passing through the clamping scraping area, impacting the rigid baffle, and finally generating accumulation at the position of the rigid baffle;
step four: in the process of impact of loose particles on the rigid baffle, the acting force of impact of the loose particles on the rigid baffle is measured through a soil pressure sensor and a collecting and testing system;
step five: measuring the final mass of loose particles by adopting weighing equipment, and making a difference between the final mass and the initial mass of the loose particles to obtain the wrapping and scraping mass of the wrapping and scraping area;
step six: the scraping process of the loose particles is obtained under different control conditions by changing the included angle between the circulating chute and the horizontal plane or the height of the initial loose particles, and the influence of the scraping process on the acting force of the loose particles on the rigid baffle plate is obtained.
The method for measuring the impact force generated by the loose particles after being wrapped and scraped is characterized in that the high-speed digital camera can record the process and the form of the loose particles wrapped and scraped and the impact rigid baffle.
The beneficial effects of the invention are as follows: according to the invention, the included angle between the circulating chute and the horizontal ground can be regulated by regulating the height of the support, loose particles or chocks can be filled in the reserved square groove, and the length of the wrapping and scraping area and the distance between the upstream boundary of the wrapping and scraping area and the gate can be controlled, so that the test of the loose particles moving along the circulating chute under different control conditions can be realized, and the change process of acting force in the process of the loose particles impacting the rigid baffle can be obtained by virtue of the soil pressure sensor arranged on the rigid baffle, so that the defect of the existing study on the loose particle impact blocking structure with the wrapping and scraping characteristics can be overcome. The invention has the characteristics of simple and convenient operation, flexible design and accurate test; the acting force of the impact blocking structure after the loose particles are wrapped and scraped by the test can be deeply researched, so that the acting mechanism of the impact blocking structure after the loose particles are wrapped and scraped by the test can be further researched, and theoretical and test basis is provided for the design of the blocking structure.
Drawings
FIG. 1 is a schematic view of a device for measuring impact force generated by loose particles after being scraped by a scraper;
in the figure: 1-support, 2-flow chute, 3-gate, 4-loose particles, 5-pinch scraping area, 6-high-speed digital camera, 7-rigid baffle, 8-soil pressure sensor, 9-collection and test system.
Detailed Description
As shown in fig. 1, the device for measuring impact force generated by the loose particles after being wrapped and scraped comprises a bracket 1, a flow chute 2, a gate 3, a wrapped and scraped area 5, a rigid baffle 7 and a soil pressure sensor 8, wherein the flow chute 2 is composed of two side plates and a bottom plate, the flow chute 2 is arranged on the bracket 1, and an included angle is formed between the flow chute 2 and a horizontal plane; the gate 3 is arranged at the upstream of the flow chute 2, the rigid baffle 7 is arranged at the downstream end of the flow chute 2, and the rigid baffle 7 is perpendicular to the bottom plate of the flow chute 2; a plurality of soil pressure sensors 8 are arranged at intervals along the central line of the rigid baffle 7 in the vertical direction; the downstream bottom plate of the circulating chute 2 is provided with a rectangular hole, the wrapping and clamping scraping area 5 is provided with seven side-by-side square grooves, and the wrapping and clamping scraping area 5 is arranged below the rectangular hole; seven chocks with the volume equivalent to that of the square groove are arranged, the chocks are made of organic glass, and the length of the wrapping and scraping area 5 and the distance between the upstream boundary of the wrapping and scraping area 5 and the gate 3 can be adjusted by filling one part of the chocks in the square groove and filling loose particles in the other part of the square groove; the support 1 is a stand column with adjustable height, and the included angle between the circulating chute 2 and the horizontal plane is controlled by adjusting the height of the support 1; the soil pressure sensor 8 is externally connected with a collection and test system 9; a high-speed digital camera 6 is arranged outside the flow chute 2.
The method for measuring the impact force generated by the loose particles after being wrapped and scraped by the shovel by using the device comprises the following specific steps:
step one: leveling a test site, placing the bracket 1 on the test site, fixing the circulating chute 2 on the bracket 1, and forming a certain angle between the circulating chute 2 and a horizontal plane by adjusting the height of the bracket 1;
step two: loose particles 4 are placed between the gate 3 and the flow chute 2, and loose particles or plugs are filled in the pinch scraping area 5 so as to adjust the length of the pinch scraping area 5 and the distance between the upstream boundary of the pinch scraping area 5 and the gate 3;
step three: rapidly pulling out the gate 3, sliding down the loose particles 4 along the flow chute 2, generating a clamping scraping effect when passing through the clamping scraping area 5, continuing to move after passing through the clamping scraping area 5, impacting the rigid baffle 7, and finally generating accumulation at the position of the rigid baffle 7;
step four: in the process of impact of loose particles on the rigid baffle 7, the acting force of impact of the loose particles on the rigid baffle 8 is measured through the soil pressure sensor 8 and the acquisition and test system 9; the high-speed digital camera 6 can record the process and the form of the loose particles wrapped by the shovel scraper and impacting the rigid baffle 7;
step five: measuring the final mass of loose particles by adopting weighing equipment, and making a difference with the initial mass of the loose particles to obtain the wrapping and scraping mass of the wrapping and scraping area 5;
step six: by changing the angle between the flow chute 2 and the horizontal plane or the height of the initial loose particles 4, the process of scraping the loose particles in a pinching manner under different control conditions and the influence of the force of the loose particles on the rigid baffle 7 are obtained.
The above embodiments are only for illustrating the technical aspects of the present invention and not for limiting the same, and although the present invention has been described in detail with reference to the above embodiments, it should be understood by those of ordinary skill in the art that: modifications and equivalents may be made to the specific embodiments of the invention without departing from the spirit and scope of the invention, which are intended to be covered by the scope of the claims.

Claims (5)

1. The device for measuring impact force generated by wrapping and scraping loose particles is characterized by comprising a bracket, a circulating chute, a gate, a wrapping and scraping area, a rigid baffle and a soil pressure sensor, wherein the circulating chute consists of two side plates and a bottom plate, the circulating chute is arranged on the bracket, and an included angle is formed between the circulating chute and a horizontal plane; the gate is arranged at the upstream of the flow chute, the rigid baffle is arranged at the downstream end of the flow chute, and the rigid baffle is perpendicular to the bottom plate of the flow chute; a plurality of soil pressure sensors are arranged at intervals along the central line of the rigid baffle in the vertical direction; the bottom plate at the downstream of the flow chute is provided with a rectangular hole, the wrapping and scraping area is a plurality of side-by-side square grooves, and the wrapping and scraping area is arranged below the rectangular hole; a plurality of chocks with the volume equivalent to that of the square groove are arranged, and by filling one part of the square groove with the chocks and the other part of the square groove with loose particles, the length of the wrapping and scraping area and the distance between the upstream boundary of the wrapping and scraping area and the gate can be adjusted; the support is a stand column with adjustable height, and the included angle between the circulating chute and the horizontal plane is controlled by adjusting the height of the support.
2. The apparatus for measuring impact force generated by the loose particles after being scraped by a shovel according to claim 1, wherein the soil pressure sensor is externally connected with a collecting and testing system.
3. The apparatus for measuring impact force generated by the scraping of loose particles as recited in claim 1, further comprising a high-speed digital camera.
4. A method for determining the impact force of loose particles after being scraped by a scraper, characterized in that the device for determining the impact force of loose particles after being scraped by a scraper according to any one of claims 1-3 comprises the following steps:
step one: leveling a test site, placing a bracket on the test site, fixing a circulating chute on the bracket, and forming a certain angle between the circulating chute and a horizontal plane by adjusting the height of the bracket;
step two: loose particles are placed between the gate and the flow chute, and loose particles or plugs are filled in the wrapping and clamping scraping area so as to adjust the length of the wrapping and clamping scraping area and the distance between the upstream boundary of the wrapping and clamping scraping area and the gate;
step three: rapidly pulling out the gate, enabling loose particles to slide down along the flow chute, generating a clamping scraping effect when the loose particles pass through the clamping scraping area, continuing to move after passing through the clamping scraping area, impacting the rigid baffle, and finally generating accumulation at the position of the rigid baffle;
step four: in the process of impact of loose particles on the rigid baffle, the acting force of impact of the loose particles on the rigid baffle is measured through a soil pressure sensor and a collecting and testing system;
step five: measuring the final mass of loose particles by adopting weighing equipment, and making a difference between the final mass and the initial mass of the loose particles to obtain the wrapping and scraping mass of the wrapping and scraping area;
step six: the scraping process of the loose particles is obtained under different control conditions by changing the included angle between the circulating chute and the horizontal plane or the height of the initial loose particles, and the influence of the scraping process on the acting force of the loose particles on the rigid baffle plate is obtained.
5. The method of claim 4, wherein the high-speed digital camera is capable of recording the process and morphology of the loose particles pinching and scraping and impacting the rigid barrier.
CN201811245941.6A 2018-10-25 2018-10-25 Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles Active CN109060301B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811245941.6A CN109060301B (en) 2018-10-25 2018-10-25 Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811245941.6A CN109060301B (en) 2018-10-25 2018-10-25 Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles

Publications (2)

Publication Number Publication Date
CN109060301A CN109060301A (en) 2018-12-21
CN109060301B true CN109060301B (en) 2023-10-13

Family

ID=64765400

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811245941.6A Active CN109060301B (en) 2018-10-25 2018-10-25 Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles

Country Status (1)

Country Link
CN (1) CN109060301B (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103543098A (en) * 2013-10-30 2014-01-29 西南交通大学 Shear rheological device for air wrapped rheological property research in high-speed and long-range landslide
KR101558147B1 (en) * 2014-05-09 2015-10-08 한국지질자원연구원 Simulation test apparatus for debris flow or slope erosion with updown separating and collecting type
CN105527405A (en) * 2016-01-28 2016-04-27 西南石油大学 Physical simulation test device and method for convergence of debris flows into rivers
CN106124739A (en) * 2016-09-01 2016-11-16 中国地质大学(武汉) A kind of multifunctional high speed remotely comes down dynamic process physical model test device
CN107462460A (en) * 2017-08-23 2017-12-12 中国地质环境监测院 A kind of model test method of block landslide collision solution bulk effect
CN208736652U (en) * 2018-10-25 2019-04-12 沈阳建筑大学 A kind of measurement discrete particles generate the device of the impact force after sweeping along shovel to scrape

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103543098A (en) * 2013-10-30 2014-01-29 西南交通大学 Shear rheological device for air wrapped rheological property research in high-speed and long-range landslide
KR101558147B1 (en) * 2014-05-09 2015-10-08 한국지질자원연구원 Simulation test apparatus for debris flow or slope erosion with updown separating and collecting type
CN105527405A (en) * 2016-01-28 2016-04-27 西南石油大学 Physical simulation test device and method for convergence of debris flows into rivers
CN106124739A (en) * 2016-09-01 2016-11-16 中国地质大学(武汉) A kind of multifunctional high speed remotely comes down dynamic process physical model test device
CN107462460A (en) * 2017-08-23 2017-12-12 中国地质环境监测院 A kind of model test method of block landslide collision solution bulk effect
CN208736652U (en) * 2018-10-25 2019-04-12 沈阳建筑大学 A kind of measurement discrete particles generate the device of the impact force after sweeping along shovel to scrape

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
Fundamental changes of granular flow dynamics, deposition, and erosion processes at high slope angles: Insights from laboratory experiments;Maxime Farin等;Journal of Geophysical Research: Earth Surface;504-532 *
滑坡冲击铲刮效应物理模型试验及机制探讨;陆鹏源;侯天兴;杨兴国;郝明辉;周家文;;岩石力学与工程学报;35(06);1225-1232 *
碎屑流冲击挡墙的土拱效应研究;段晓冬;樊晓一;姜元俊;曾耀勋;;自然灾害学报(05);92-102 *
碎屑流对拦挡结构的动力冲击研究;段晓冬;《中国优秀硕士学位论文全文数据库(基础科学辑)》(第3期);A011-14 *

Also Published As

Publication number Publication date
CN109060301A (en) 2018-12-21

Similar Documents

Publication Publication Date Title
CN111044256B (en) Landslide-dam blocking dam-dam break flood disaster chain evolution process simulation test device and method
CN108020489B (en) Packed type karst seepage failure Whole Process Simulation pilot system and method
CN206248090U (en) A kind of road and bridge construction measurement apparatus
Wendeler et al. Field measurements and numerical modelling of flexible debris flow barriers
CN110794113A (en) Multi-physical-field coupling test device and method for simulating slope instability
CN105842418B (en) Real-time measurement excavates the model test apparatus of slope landslide slope-mass slide displacement stress
CN110579327B (en) Experimental device and method for simulating impact of landslide surge on bridge pier
WO2021042631A1 (en) Three-dimensional movement deformation measurement system and application thereof in three-dimensional similar simulation experiment
CN113089624B (en) Adjacent foundation pit asynchronous excavation simulation test device and test method
CN103293082A (en) Testing device and method for measuring sandy soil moving states under different liquefaction degrees
CN103898863A (en) Device and method for studying sediment incipient motion under condition of non-submerged rigid plants
CN105841752A (en) Multifunction measuring device and method accurately measuring cross-section flow
CN201583478U (en) Device for measuring water permeability and runoff performance of pervious brick
CN109060301B (en) Device and method for measuring impact force generated by wrapping, pinching and scraping of loose particles
CN203768774U (en) Rut form simulator for accuracy calibration of laser rut detection apparatus
CN105203420A (en) Device and method for rapidly measuring drop hammer type cement stabilized base compactness
CN107356308A (en) A kind of real time water level supervising device for drainage system
CN206847567U (en) A kind of automatic rock soil device for detecting deformation
CN102661844B (en) Measuring device and measuring method for wind-drift sand of blown sand drifting layer
CN211205704U (en) Landslide-damming dam-dam break flood disaster chain evolution process simulation device
CN110849729B (en) Active and passive soil pressure model test device for limited cohesive soil behind foundation pit flexible retaining wall
CN209841865U (en) Physical test device for simulating sandy soil debris flow
CN115343448B (en) Novel movable door model test device and method based on soil arch effect research
CN109444000B (en) Device and method for measuring lateral stress and strain in loose particle movement process
CN202502109U (en) Device and system for measuring flow velocity of debris flow movement and measuring test system

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