CN101042391B - Geotechnical engineering physical simulation multifunctional tester with guide frame - Google Patents

Geotechnical engineering physical simulation multifunctional tester with guide frame Download PDF

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Publication number
CN101042391B
CN101042391B CN2007100391611A CN200710039161A CN101042391B CN 101042391 B CN101042391 B CN 101042391B CN 2007100391611 A CN2007100391611 A CN 2007100391611A CN 200710039161 A CN200710039161 A CN 200710039161A CN 101042391 B CN101042391 B CN 101042391B
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CN
China
Prior art keywords
guide frame
plate
frame
panel
board
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Expired - Fee Related
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CN2007100391611A
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Chinese (zh)
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CN101042391A (en
Inventor
余志壮
俞水良
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Tongji University
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Tongji University
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Priority to CN2007100391611A priority Critical patent/CN101042391B/en
Publication of CN101042391A publication Critical patent/CN101042391A/en
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Publication of CN101042391B publication Critical patent/CN101042391B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This invention discloses one rock engineer physical analogue multi-function test device with guide rack, which comprises test case composed of edge frame formed space frame rack; six surfaces of guide rack is set with left load board, right load board, upper load board, bottom load board, front large board and back board; the front board is composed of multiple panels connected to the multiple panels and guide racks. This invention has guide rack earth force property test device.

Description

The Geotechnical Engineering physical simulation multifunctional tester that has guide frame
Technical field
The present invention relates to a kind of Geotechnical Engineering physical simulation multifunctional tester that has guide frame.
Background technology
The a lot of scholars of scientific and technological circle think that 21st century will be the century of the great development of the exploitation underground space.Subterranean tunnel is also all being developed and is being used in the development of urban track traffic and city high speed public transport on a large scale, has impelled people to carry out more deep understanding and research to underground ground.The skyscraper fast development trend also needs to find solid deep layer ground basis.Not only in these areas, also have dam, mine, bridge or the like, all these are all impelling people to accelerate mechanical property research to underground ground.
Project of vital and lasting importance, safety first.The development of all these urban construction, traffic, water conservancy, mining industry all be unable to do without the physical property of underground rock mass is studied, and this all needs the rock mass to the construction area at place, carries out the load test of physical model.Lot of domestic and international work all has realized that the importance that mechanical models for soil and rock are tested, and realize such experiment, and key is a research technique.At present, existing a small amount of unit is in development or preparing development mechanical models for soil and rock test unit, but, the device of its development, just two sides from four sides of model that can realize load, when the vertical load plate of its two directions inwardly loads, the problem that also will inevitably occur interfering with each other in the two boards intersection.The method that they adopt is the right angle intersection position at two boards, blocks with canvas or rubber slab, and this can produce two problems, the one, and the problem of sealing, the one, stressed problem.Extruded soil will inevitably outwards squeeze from this position.Rubber slab rigidity value size is inevitable limited, thereby makes rubber slab that bigger projection outwards be arranged.This has overall influenced test accuracy.
Now, along with the scale of Geotechnical Engineering is increasing, under the deeper and deeper situation of the rock stratum degree of depth, the engineering problem that may occur will be complicated more, and will be also more and more higher to the accuracy requirement of ground performance test research.Like this, certainly will produce an urgent demand that the high-precision analog test unit is developed.
Summary of the invention
The present invention is poorly sealed according to the test specimen case of soil mechanics proving installation of the prior art, orthogonal two boards adopts canvas to connect, influence the problem of test accuracy, provide a kind of sealing tight, orthogonal plate does not produce interference, to improve the Geotechnical Engineering physical simulation multifunctional tester that has guide frame of test accuracy.
For achieving the above object, the present invention is achieved through the following technical solutions:
The Geotechnical Engineering physical simulation multifunctional tester that has guide frame, comprise the test specimen case, it is characterized in that, the test specimen case comprises the guide frame of cube shaped as frame of being made up of frame, and six faces of guide frame are respectively arranged with left load plate, right load plate, last load plate, bottom loading plate, the big plate of preceding big plate and back; Preceding big plate is movably connected to form by the panel more than two, and described panel and guide frame more than two flexibly connects.
Wherein, described preceding big plate is provided with the excavation hole.
Wherein, place, excavation hole is equipped with dismountable platelet, and platelet is connected with panel by fixed frame.
Wherein, described panel more than two connects as one.Preferably by gusset and screw the panel more than two being flexibly connected is one, and the mode of flexible connection is easy for installation and removal.
Wherein, the frame of described guide frame removably connects mutually.
Described left load plate, right load plate, last load plate, bottom loading plate can be exerted pressure to it by lifting jack as load plate.
The soil mechanics performance testing device that has guide frame among the present invention, owing to adopted the guide frame among the present invention, make orthogonal load plate in loading stroke, do not produce interference owing to the guiding function of four frames around the load plate, and the sealing of test specimen case is tight, has improved test accuracy.
Description of drawings
Fig. 1 is the guide frame front elevation among the present invention;
Fig. 2 is the side view of Fig. 1;
Fig. 3 is the vertical view of Fig. 1;
Fig. 4 is the test specimen case front elevation among the present invention;
Embodiment
Further the present invention is further described below in conjunction with embodiment and accompanying drawing.
As Fig. 1-shown in Figure 4,
The Geotechnical Engineering physical simulation multifunctional tester that has guide frame, comprise the test specimen case, the test specimen case comprises guide frame 1, guide frame 1 is removably connected by frame 2 and forms, and six faces of guide frame 1 are respectively arranged with left load plate, right load plate, last load plate, bottom loading plate, the big plate of preceding big plate and back; Preceding big plate is connected to form by the panel more than two 3, and preceding big plate is provided with the excavation hole, and place, excavation hole is equipped with dismountable platelet 5, and platelet 5 and panel 3 connect as one by fixed frame 6 and stove bolt 4, and platelet 5 is removed, and promptly is the excavation hole.Panel 3 more than two flexibly connects by gusset 7 and screw 8 and is one.Panel 3 flexibly connects with guide frame 1.
When testing, soil is put into the test specimen case, compacting successively, and block-by-block installation panel and platelet, fill soil in the test specimen case after, whole panels are installed the sealing of test specimen case can be carried out load test to each load plate; In the process of the test, the design of platelet is convenient pulls down platelet, can observe or take out test soil in process of the test; After test finishes, can earlier platelet be pulled down, dig out the soil in the test specimen case.

Claims (3)

1. the soil mechanics performance testing device that has guide frame, comprise the test specimen case, it is characterized in that the test specimen case comprises the guide frame of cube shaped as frame of being made up of frame, six faces of guide frame are respectively arranged with left load plate, right load plate, last load plate, bottom loading plate, the big plate of preceding big plate and back; Preceding big plate is movably connected to form by the panel more than two, and the panel more than two connects as one by gusset and screw, and described panel and guide frame more than two flexibly connects.
2. the soil mechanics performance testing device that has guide frame according to claim 1 is characterized in that, described before big plate be provided with the excavation hole, place, excavation hole is equipped with dismountable platelet, platelet connects as one by fixed frame and stove bolt and panel.
3. the soil mechanics performance testing device that has guide frame according to claim 1 is characterized in that the frame of described guide frame removably connects mutually.
CN2007100391611A 2007-04-05 2007-04-05 Geotechnical engineering physical simulation multifunctional tester with guide frame Expired - Fee Related CN101042391B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2007100391611A CN101042391B (en) 2007-04-05 2007-04-05 Geotechnical engineering physical simulation multifunctional tester with guide frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2007100391611A CN101042391B (en) 2007-04-05 2007-04-05 Geotechnical engineering physical simulation multifunctional tester with guide frame

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CN101042391A CN101042391A (en) 2007-09-26
CN101042391B true CN101042391B (en) 2010-08-18

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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101477097B (en) * 2009-01-19 2012-06-27 西安科技大学 Horizontal and vertical combined loading analogue simulation experiment frame
CN103321259B (en) * 2013-06-26 2015-02-18 安徽理工大学 Testing system for anchor network reinforcement of underground engineering broken surrounding rock
CN104614242A (en) * 2015-02-01 2015-05-13 东华理工大学 Excavation and surrounding rock stress and strain monitoring model testing device for rock-soil chamber under complicated conditions, and method thereof
CN106526134A (en) * 2016-12-13 2017-03-22 华北科技学院 Multifunctional testing tank device for geotechnical engineering
CN107389462A (en) * 2017-07-25 2017-11-24 中国科学院地质与地球物理研究所 A kind of Geotechnical Engineering simulation system and method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004019010A1 (en) * 2002-08-26 2004-03-04 James Hardie International Finance B.V. Soil test box
CN2660507Y (en) * 2003-09-17 2004-12-01 西安力创计量仪器有限公司 Rock and soil 3-D state strength testing device
CN1773240A (en) * 2004-11-12 2006-05-17 香港理工大学 True Three-dimensional testing system for rock-soil mechanical property test

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004019010A1 (en) * 2002-08-26 2004-03-04 James Hardie International Finance B.V. Soil test box
CN2660507Y (en) * 2003-09-17 2004-12-01 西安力创计量仪器有限公司 Rock and soil 3-D state strength testing device
CN1773240A (en) * 2004-11-12 2006-05-17 香港理工大学 True Three-dimensional testing system for rock-soil mechanical property test

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
陈正汉等.非饱和土三轴仪的CT机配套及其应用.岩土工程学报23 4.2001,23(4),387-392. *

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