CN201314054Y - On-site simulation device used for simulating groundsill accumulated settlement under traffic loads - Google Patents

On-site simulation device used for simulating groundsill accumulated settlement under traffic loads Download PDF

Info

Publication number
CN201314054Y
CN201314054Y CNU2008201739241U CN200820173924U CN201314054Y CN 201314054 Y CN201314054 Y CN 201314054Y CN U2008201739241 U CNU2008201739241 U CN U2008201739241U CN 200820173924 U CN200820173924 U CN 200820173924U CN 201314054 Y CN201314054 Y CN 201314054Y
Authority
CN
China
Prior art keywords
cylinder
action
traffic loading
air
site modeling
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.)
Expired - Fee Related
Application number
CNU2008201739241U
Other languages
Chinese (zh)
Inventor
崔新壮
金青
董琳琳
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.)
Shandong University
Original Assignee
Shandong 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 Shandong University filed Critical Shandong University
Priority to CNU2008201739241U priority Critical patent/CN201314054Y/en
Application granted granted Critical
Publication of CN201314054Y publication Critical patent/CN201314054Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model discloses an on-site simulation device used for simulating groundsill accumulated settlement under traffic loads, which solves the problem that currently people have no effective standard simulation devices to conduct scientific research to study the accumulated settlement rule. The on-site simulation device can realize automatic simulation of the traffic loads and is convenient to operate and the parameters of the simulation device are adjustable. The on-site simulation device comprises a bracket; a loading plate and a displacement detection device are arranged in the bracket; a guide device connected with an air cylinder is installed at the upper part of the bracket; the air cylinder is connected with a displacement sensor which is connected with a control device; the control device is further connected with an air passage switch device, and one end of the air passage switch device is connected with the air cylinder and the other end is connected with an air pump.

Description

Ground cumulative settling in-site modeling device under the action of traffic loading
Technical field:
The utility model relates to ground cumulative settling in-site modeling device under a kind of action of traffic loading, belongs to the Communication and Transportation Engineering field.
Background technology:
To low roadbed, vehicle-mounted repeatedly effect can cause the ground cumulative settling at present.But at the scene, the consolidation settlement that this cumulative settling and roadbed deadweight cause takes place simultaneously, causes the vehicle-mounted cumulative settling that causes to be difficult to separate from total settlement, and this feasible research to the cumulative settling rule becomes difficult.So be badly in need of at present a kind of on ground the vehicle-mounted method that causes cumulative settling of direct modeling.
The utility model content:
The purpose of this utility model lacks effective standard analogue means at present in order to solve exactly, can't carry out the problem of scientific research to the cumulative settling rule, ground cumulative settling in-site modeling device under a kind of action of traffic loading is provided, provides a kind of effective hardware facility and test method for studying the vehicle-mounted ground cumulative settling rule that causes.
For achieving the above object, the utility model adopts following technical scheme:
Ground cumulative settling in-site modeling device under a kind of action of traffic loading, it comprises support, is provided with load plate and displacement detector in support; Support top installation and guide device, guiding device is connected with cylinder, and cylinder is connected with displacement transducer, and displacement transducer is connected with control device; Control device also is connected with the air circuit breaker device, and air circuit breaker device one end is connected with cylinder, and other end air pump connects.
Described displacement monitor is a laser displacement gauge.
Be provided with lifting rope in the described guiding device, the lifting rope lower end connects drops hammer, and the bottom of dropping hammer cooperates with air spring, and air spring cooperates with load plate; The simultaneous displacement sensor cooperates with lifting rope.
Described air circuit breaker device is the two-bit triplet electromagnetic valve.
Be equipped with sound absorber on described cylinder and the two-bit triplet electromagnetic valve.
Described control device is a single-chip microcomputer, and it is connected with computer.
Described cylinder is connected with air pump through two-bit triplet electromagnetic valve, choke valve, pressurizer tank.
The utility model is made up of three parts, automatic control system, pneumatic system, loading system.Automatic control system is made up of single-chip microcomputer, displacement transducer and computer.In single-chip microcomputer, write control height of the fall and the program of intermittent time by computer.When beginning to move under the instruction of cylinder at single-chip microcomputer, be connected the sling height that the displacement transducer record on the air cylinder connecting rod drops hammer, and constantly data are fed back to single-chip microcomputer, thus the switch of control two-bit triplet electromagnetic valve, further control cylinder is by pressing the system acting that is provided with in advance.The sling height of dropping hammer, intermittent time and loading number of times etc. are presented on the computer screen in real time.
Pneumatic system is made up of cylinder, two-bit triplet electromagnetic valve, sound absorber, pressurizer tank, air pump etc.The circulation of air is by the switch control of electromagnetic valve in the cylinder, air pump compressed air enters cylinder, thereby promotes the certain height of dropping hammer, two-bit triplet electromagnetic valve transposition then, air is extruded in the cylinder, drops hammer to do the movement of falling object and hit air spring on the load plate.Sound absorber is all passed through in the discharging of air simultaneously, thereby reduces noise.
Loading system is made up of load plate, air spring and support.Air spring can change the rigidity of air, simulates embankment to the different buffering of carload with subdue effect.
The beneficial effects of the utility model are: this instrument can be realized the automatic simulation of carload, and parameter is adjustable, and is easy to operate.
Description of drawings
Fig. 1 is a traffic loading in-site modeling structure drawing of device;
Fig. 2 arranges sketch for the load plate lower pressure sensor;
Fig. 3 is that soil pressure case and hydraulic pressure sensor are arranged sketch.
Wherein, 1. displacement transducer 1; 2. cylinder; 3. guiding device; 4. computer; 5. single-chip microcomputer; 6. two-bit triplet electromagnetic valve; 7. sound absorber; 8. choke valve; 9. pressurizer tank; 10. support; 11. lifting rope; 12. drop hammer; 13. air spring; 14. laser displacement gauge; 15. air pump; 16. load plate, 17. soil pressure cases, 18. hydraulic pressure sensors.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is described further.
Among Fig. 1, it comprises support 10, is provided with load plate 16 and displacement detector in support 10; Support 10 top installation and guide devices 3, guiding device is connected with cylinder 2, and cylinder 2 is connected with displacement transducer 1, and displacement transducer 1 is connected with control device; Control device also is connected with the air circuit breaker device, and air circuit breaker device one end is connected with cylinder 2, and other end air pump 15 connects.
Displacement monitor is a laser displacement gauge 14.
Be provided with lifting rope 11 in the guiding device 3, lifting rope 11 lower ends connect drops hammer 12, and 12 bottoms of dropping hammer cooperate with air spring 13, and air spring 13 cooperates with load plate 16; Simultaneous displacement sensor 1 cooperates with lifting rope 11.
The air circuit breaker device is a two-bit triplet electromagnetic valve 6.
Be equipped with sound absorber 7 on cylinder 2 and the two-bit triplet electromagnetic valve 6.
Control device is a single-chip microcomputer 5, and it is connected with computer 4.
Cylinder 2 is connected with air pump 15 through two-bit triplet electromagnetic valve 6, choke valve 8, pressurizer tank 9.

Claims (7)

1. ground cumulative settling in-site modeling device under the action of traffic loading is characterized in that it comprises support (10), is provided with load plate (16) and displacement detector in support (10); Support (10) top installation and guide device (3), guiding device is connected with cylinder (2), and cylinder (2) is connected with displacement transducer (1), and displacement transducer (1) is connected with control device; Control device also is connected with the air circuit breaker device, and air circuit breaker device one end is connected with cylinder (2), and other end air pump (15) connects.
2. ground cumulative settling in-site modeling device is characterized in that under the action of traffic loading as claimed in claim 1, and described displacement monitor is laser displacement gauge (14).
3. ground cumulative settling in-site modeling device under the action of traffic loading as claimed in claim 1, it is characterized in that, be provided with lifting rope (11) in the described guiding device (3), lifting rope (11) lower end connects drop hammer (12), (12) bottom of dropping hammer cooperates with air spring (13), and air spring (13) cooperates with load plate (16); Simultaneous displacement sensor (1) cooperates with lifting rope (11).
4. ground cumulative settling in-site modeling device is characterized in that under the action of traffic loading as claimed in claim 1, and described air circuit breaker device is two-bit triplet electromagnetic valve (6).
5. as ground cumulative settling in-site modeling device under claim 1 or the 4 described action of traffic loading, it is characterized in that, be equipped with sound absorber (7) on described cylinder (2) and the two-bit triplet electromagnetic valve (6).
6. ground cumulative settling in-site modeling device is characterized in that under the action of traffic loading as claimed in claim 1, and described control device is single-chip microcomputer (5), and it is connected with computer (4).
7. as ground cumulative settling in-site modeling device under claim 1 or the 4 described action of traffic loading, it is characterized in that described cylinder (2) is connected with air pump (15) through two-bit triplet electromagnetic valve (6), choke valve (8), pressurizer tank (9).
CNU2008201739241U 2008-10-29 2008-10-29 On-site simulation device used for simulating groundsill accumulated settlement under traffic loads Expired - Fee Related CN201314054Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201739241U CN201314054Y (en) 2008-10-29 2008-10-29 On-site simulation device used for simulating groundsill accumulated settlement under traffic loads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201739241U CN201314054Y (en) 2008-10-29 2008-10-29 On-site simulation device used for simulating groundsill accumulated settlement under traffic loads

Publications (1)

Publication Number Publication Date
CN201314054Y true CN201314054Y (en) 2009-09-23

Family

ID=41125847

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201739241U Expired - Fee Related CN201314054Y (en) 2008-10-29 2008-10-29 On-site simulation device used for simulating groundsill accumulated settlement under traffic loads

Country Status (1)

Country Link
CN (1) CN201314054Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105784516A (en) * 2016-03-15 2016-07-20 中国科学院寒区旱区环境与工程研究所 Indoor simulation vehicle load vibration system
CN106198081A (en) * 2016-07-25 2016-12-07 中铁三局集团广东建设工程有限公司 A kind of multi-point settlement regulation and control monitoring system test loading frame and test method thereof
CN114790730A (en) * 2022-05-24 2022-07-26 蒋天赐 Foundation pit monitoring system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105784516A (en) * 2016-03-15 2016-07-20 中国科学院寒区旱区环境与工程研究所 Indoor simulation vehicle load vibration system
CN106198081A (en) * 2016-07-25 2016-12-07 中铁三局集团广东建设工程有限公司 A kind of multi-point settlement regulation and control monitoring system test loading frame and test method thereof
CN106198081B (en) * 2016-07-25 2019-01-22 中铁三局集团广东建设工程有限公司 A kind of multi-point settlement regulation monitoring system test loading frame and its test method
CN114790730A (en) * 2022-05-24 2022-07-26 蒋天赐 Foundation pit monitoring system

Similar Documents

Publication Publication Date Title
CN101413275B (en) Foundation accumulating and sedimentation in-situ simulating apparatus and method under action of traffic loading
CN101832993B (en) Semi-module test box for dynamic compaction reinforced foundation model test
CN103953074B (en) A kind of open-end pipe pile hammering injection analogue experiment installation and experimental technique
CN100337107C (en) Testing method of polyphase coupling creep of fragmented rock body and equipment thereof
CN108007800B (en) Model test device and test method for circular dynamic load soil body settlement
CN202975004U (en) Multifunctional cuboid geotechnical model test system for simulating seepage of artesian aquifer
CN110409518A (en) A kind of high-speed railway goaf ground intends power stress model experimental rig and method
KR100901083B1 (en) A pre-consolidation testing apparatus equipped with shear wave generators and receivers for measuring shear wave velocity distribution of soils
CN104198207B (en) Large-size roadway support laboratory simulation system and method
CN204064783U (en) Roadway support laboratory simulation device
CN103969012A (en) Shake table test real-time loading device for simulating different burial depths of rock tunnel
CN201314054Y (en) On-site simulation device used for simulating groundsill accumulated settlement under traffic loads
CN204556622U (en) A kind of simulation of Rock And Soil catastrophe and pick-up unit
CN106769547B (en) A kind of impact liquefaction test equipment and test method
CN204439480U (en) Highway subgrade test model under action of traffic loading
CN104502047A (en) Experimental facility and experimental method for verifying aseismic design of spherical tank
CN101629896A (en) Method for researching friction anchoring property between forest root system and soil and device therefor
CN110940571A (en) Test device for simulating dynamic soil arch effect of shed frame structure
CN201897555U (en) System for detecting plane internal deformation performance of building curtain wall
CN100561161C (en) A kind of tuned mass damper half-practicality imitation test method and system that is used for ocean platform
CN115112558A (en) Simulated earthquake action declined stratum slope failure test device
CN203323985U (en) Testing apparatus simulating tunnel power responses under the effects of tidal bores
CN103711152A (en) Loading monitoring device and loading monitoring method for X-shaped model pile
CN105784446A (en) Device for making cohesive soil layer in process of simulated static pressure pile sinking
CN203534808U (en) Device for static and dynamic multifunctional test of supporting seat

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090923

Termination date: 20101029