CN104408995A - Visual soil and structure interaction mechanical property experimental apparatus - Google Patents

Visual soil and structure interaction mechanical property experimental apparatus Download PDF

Info

Publication number
CN104408995A
CN104408995A CN201410656358.XA CN201410656358A CN104408995A CN 104408995 A CN104408995 A CN 104408995A CN 201410656358 A CN201410656358 A CN 201410656358A CN 104408995 A CN104408995 A CN 104408995A
Authority
CN
China
Prior art keywords
mechanical property
soil
structure interaction
lower shoe
guide rail
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.)
Pending
Application number
CN201410656358.XA
Other languages
Chinese (zh)
Inventor
邓益兵
刘文白
史旦达
周健
贾敏才
郭佳民
辛凌
史文会
韩定均
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.)
Shanghai Maritime University
Original Assignee
Shanghai Maritime 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 Shanghai Maritime University filed Critical Shanghai Maritime University
Priority to CN201410656358.XA priority Critical patent/CN104408995A/en
Publication of CN104408995A publication Critical patent/CN104408995A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G09EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
    • G09BEDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
    • G09B23/00Models for scientific, medical, or mathematical purposes, e.g. full-sized devices for demonstration purposes
    • G09B23/06Models for scientific, medical, or mathematical purposes, e.g. full-sized devices for demonstration purposes for physics
    • G09B23/08Models for scientific, medical, or mathematical purposes, e.g. full-sized devices for demonstration purposes for physics for statics or dynamics
    • 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

Abstract

The invention discloses a visual soil and structure interaction mechanical property experimental apparatus. The visual soil and structure interaction mechanical property experimental apparatus comprises a base, a frame, a guide rail, a stressed component and a plurality of hydraulic components, wherein the frame is arranged on the base, the guide rail is laid on the base and arranged in the frame, the stressed component is movably arranged on the guide rail, and the hydraulic components are arranged on the frame, can apply load acting force to the top and the two sides of the stressed component, and can convey the load acting force to an external data collector. The visual soil and structure interaction mechanical property experimental apparatus can be reused, digital shooting and microscopic observation shooting can be used through a glass observation window on the obverse side of the apparatus, and microscopic observation of the stress field, the strain field and a soil body is conducted on the soil body on the portion, making contact with a structure, of soil.

Description

A kind of visual soil-structure interaction mechanical property experiment instrument
Technical field
The present invention relates to experiment instrument, particularly one visual soil-structure interaction mechanical property experiment instrument.
Background technology
Along with China is high-rise, large-scale, the building of complex building, foundation stability is required that standard day by day improves, and ground opposite upper parts structure is mutually flexible, thus, the hypothesis of ground rigidity is no longer set up, when project organization, just must consider the INTERACTION PROBLEMS of the soil body and structure, the two is integrally carried out coupling analysis.Soil-structure interaction model is divided into quiet interaction and dynamic interaction, and choose reasonable foundation model is very important problem in Combined Action Analysis.It not only directly affects the distribution of subgrade reaction and the sedimentation on basis, and affects the internal forces distribution distribution of ground and superstructure.Therefore, in Combined Action Analysis, first must understand the applicable elements of various foundation model, the foundation model of selection must meet the foundation property in relatively analyzed place.
Summary of the invention
The object of this invention is to provide a kind of visual soil-structure interaction mechanical property experiment instrument, this experiment instrument can be reused, digital filming, microscopic observation can be used to take by the glass observation window in instrument front, the thin sight that the soil body that is native and works contact site carries out stress field, strain field and the soil body is observed.
In order to realize above object, the present invention is achieved by the following technical solutions:
A kind of visual soil-structure interaction mechanical property experiment instrument, is characterized in, comprises:
Base;
Be arranged on the framework on base;
Be laid on the guide rail on base, described guide rail is arranged in framework;
Stressed member, it is movably arranged on guide rail;
Several hydraulic units, it arranges on framework, to the top of stressed member and dual-side imposed load acting force, and can be delivered to by load force on outside data acquisition unit.
Described stressed member comprises:
Lower shoe, it is arranged on guide rail;
Upper plate, it is positioned at lower shoe top;
Be arranged on 4 blocks of side plates between lower shoe and upper plate, mutually vertical between two blocks of adjacent side plates;
Described lower shoe, upper plate and side plate form spatial accommodation, are used for filling the soil body.
Described hydraulic unit is 3;
Hydraulic unit described in one of them is vertically set on upper plate;
Two other hydraulic unit is horizontally disposed with, and withstands two blocks of adjacent side plates respectively.
Described hydraulic unit comprises the load transducer and load oil cylinder that are connected successively; Upper plate or the side plate of described load transducer input end and stressed member are connected.
This experiment instrument also comprises:
Horizontal drive oil cylinder, it drives lower shoe;
Displacement transducer, it is arranged on above lower shoe, and is connected with the data acquisition unit of outside.
Described side plate offers a view window, and described view window is arranged on the relative side of one of them horizontally disposed hydraulic unit.
The present invention compared with prior art, has the following advantages:
The present invention can reuse, and digital filming, microscopic observation can be used to take by the glass observation window in instrument front, observes thin sight that the soil body that is native and works contact site carries out stress field, strain field and the soil body.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of visual soil-structure interaction mechanical property experiment instrument of the present invention;
Fig. 2 is mechanics principle figure of the present invention.
Embodiment
Below in conjunction with accompanying drawing, by describing a preferably specific embodiment in detail, the present invention is further elaborated.
As shown in Figure 1, a kind of visual soil-structure interaction mechanical property experiment instrument, comprises: base 1; Be arranged on the framework 2 on base 1; Be laid on the guide rail 3 on base 1, described guide rail 3 is arranged in framework 2; Stressed member, it is movably arranged on guide rail 3; 3 hydraulic units, it arranges on framework 2, to the top of stressed member and dual-side imposed load acting force, and can be delivered to by load force on outside data acquisition unit 6.
Stressed member comprises: lower shoe 41, and it is arranged on guides 3; Upper plate 42, it is positioned at lower shoe 41 top; Be arranged on 4 blocks of side plates 3 between lower shoe 41 and upper plate 42, mutually vertical between two blocks of adjacent side plates 43; Described lower shoe 41, upper plate 42 and side plate 43 form spatial accommodation, are used for filling the soil body.
In 3 hydraulic units, one of them hydraulic unit is vertically set on upper plate 42; Two other hydraulic unit is horizontally disposed with, and withstands two blocks of adjacent side plates 43 respectively.
It is the sensor of prior art that hydraulic unit comprises this load transducer of load transducer 51(be connected successively, adopts model to be the load transducer of BB11/CLF-H6 in the present embodiment) and load oil cylinder 52; Upper plate 42 or the side plate 43 of described load transducer input end and stressed member are connected.
This experiment instrument also comprises: horizontal drive oil cylinder 7, and it drives lower shoe 41; This displacement transducer of displacement transducer 8(is the sensor of prior art, adopts model to be the load transducer of B WF03-LWF-100-A1 in the present embodiment), it is arranged on above lower shoe 41, and is connected with the data acquisition unit 6 of outside.
Described side plate 43 offers a view window 431, and described view window 431 is arranged on the relative side of one of them horizontally disposed hydraulic unit.
As shown in Figure 2, determining Fx by applying x to side plate 3 to horizontal force, obtaining the change of x direction force; Y is applied to side plate 3 and determines Fy to horizontal force, obtain the change of y side's upward force; Vertical force is applied to upper plate 42 and determines Fz.Obtain the change of z side's upward force; The power of all directions is measured by load transducer 51, and gone out stress σ x, σ y, the σ z in the x, y, z direction that soil sample in model casing is subject to by each side of model casing, upper plate areal calculation, to lower shoe apply along x-axis positive and negative to speed v determination works bear cyclic load.Digital filming, microscopic observation can be used to take by the view window 431 in instrument front, the thin sight that the soil body that is native and works contact site carries out stress field, strain field and the soil body is observed.
In sum, a kind of visual soil-structure interaction mechanical property experiment instrument of the present invention, can reuse, digital filming, microscopic observation can be used to take by the glass observation window in instrument front, the thin sight that the soil body that is native and works contact site carries out stress field, strain field and the soil body is observed.
Although content of the present invention has done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to limitation of the present invention.After those skilled in the art have read foregoing, for multiple amendment of the present invention and substitute will be all apparent.Therefore, protection scope of the present invention should be limited to the appended claims.

Claims (6)

1. a visual soil-structure interaction mechanical property experiment instrument, is characterized in that, comprise:
Base (1);
Be arranged on the framework (2) on base (1);
Be laid on the guide rail (3) on base (1), described guide rail (3) is arranged in framework (2);
Stressed member, it is movably arranged on guide rail (3);
Several hydraulic units, it arranges on framework (2), to the top of stressed member and dual-side imposed load acting force, and can be delivered to by load force on outside data acquisition unit (6).
2. visual soil-structure interaction mechanical property experiment instrument as claimed in claim 1, it is characterized in that, described stressed member comprises:
Lower shoe (41), it is arranged on guide rail (3);
Upper plate (42), it is positioned at lower shoe (41) top;
Be arranged on 4 pieces of side plates (43) between lower shoe (41) and upper plate (42), mutually vertical between two pieces of adjacent side plates (43);
Described lower shoe (41), upper plate (42) and side plate (43) form spatial accommodation, are used for filling the soil body.
3. visual soil-structure interaction mechanical property experiment instrument as claimed in claim 2, it is characterized in that, described hydraulic unit is 3;
Hydraulic unit described in one of them is vertically set on upper plate (42);
Two other hydraulic unit is horizontally disposed with, and withstands two pieces of adjacent side plates (43) respectively.
4. visual soil-structure interaction mechanical property experiment instrument as claimed in claim 2, is characterized in that, described hydraulic unit comprises the load transducer (51) and load oil cylinder (52) that are connected successively; Upper plate (42) or the side plate (43) of described load transducer input end and stressed member are connected.
5. visual soil-structure interaction mechanical property experiment instrument as claimed in claim 2, is characterized in that, also comprise:
Horizontal drive oil cylinder (7), it drives lower shoe (41);
Displacement transducer (8), it is arranged on lower shoe (41) top, and is connected with the data acquisition unit (6) of outside.
6. visual soil-structure interaction mechanical property experiment instrument as claimed in claim 3, it is characterized in that, described side plate (43) offers a view window (431), and described view window (431) is arranged on the relative side of one of them horizontally disposed hydraulic unit.
CN201410656358.XA 2014-11-18 2014-11-18 Visual soil and structure interaction mechanical property experimental apparatus Pending CN104408995A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410656358.XA CN104408995A (en) 2014-11-18 2014-11-18 Visual soil and structure interaction mechanical property experimental apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410656358.XA CN104408995A (en) 2014-11-18 2014-11-18 Visual soil and structure interaction mechanical property experimental apparatus

Publications (1)

Publication Number Publication Date
CN104408995A true CN104408995A (en) 2015-03-11

Family

ID=52646621

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410656358.XA Pending CN104408995A (en) 2014-11-18 2014-11-18 Visual soil and structure interaction mechanical property experimental apparatus

Country Status (1)

Country Link
CN (1) CN104408995A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105300876A (en) * 2015-11-07 2016-02-03 北京工业大学 Self-balancing type test device for interaction between embedded pipeline and soil mass
CN107192811A (en) * 2017-05-05 2017-09-22 哈尔滨工业大学深圳研究生院 A kind of latent erosion visual measuring device of level of large deformation totally-enclosed
CN108051304A (en) * 2017-12-27 2018-05-18 河北保定城乡建设集团有限责任公司 A kind of experimental provision and experimental method at multifunction three-dimensional visual structure interface
CN109187183A (en) * 2018-08-30 2019-01-11 中国矿业大学 A kind of pilot system of works by ground stretching action
CN110376063A (en) * 2019-07-22 2019-10-25 山东华鉴工程检测有限公司 One kind being used for load-bearing structure periphery land movement field measurement experimental rig and method
CN112081576A (en) * 2020-09-14 2020-12-15 西南石油大学 Visual continuous pressurization reaction unit based on plc control

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2981489B3 (en) * 2011-10-12 2014-02-28 Kamel Benmrad MODEL FOR TESTING THE EFFORTS OF COMPRESSION AND FLEXION OF A MATERIAL. READING THE PRESSURE EXERCISED BY THE SYRINGE PISTON BY A MANOMETER
CN204270560U (en) * 2014-11-18 2015-04-15 上海海事大学 A kind of visual soil-structure interaction mechanical property experiment instrument

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2981489B3 (en) * 2011-10-12 2014-02-28 Kamel Benmrad MODEL FOR TESTING THE EFFORTS OF COMPRESSION AND FLEXION OF A MATERIAL. READING THE PRESSURE EXERCISED BY THE SYRINGE PISTON BY A MANOMETER
CN204270560U (en) * 2014-11-18 2015-04-15 上海海事大学 A kind of visual soil-structure interaction mechanical property experiment instrument

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
张标: "中砂与结构物相互作用过程中的失效研究", 《科技论坛(下半月)》 *
李登华 等: "土与结构接触面试验仪的研制与应用", 《武汉大学学报(工学版)》 *
李邵军 等: "土与结构相互作用的可视化剪切试验装置研制及应用", 《岩石力学与工程学报》 *
杜强 等: "不同应力下土与结构物接触面力学性状的数值模拟", 《内蒙古农业大学学报》 *
杜强 等: "土与结构物半模直剪试验的颗粒流数值模拟", 《水运工程》 *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105300876A (en) * 2015-11-07 2016-02-03 北京工业大学 Self-balancing type test device for interaction between embedded pipeline and soil mass
CN107192811A (en) * 2017-05-05 2017-09-22 哈尔滨工业大学深圳研究生院 A kind of latent erosion visual measuring device of level of large deformation totally-enclosed
CN107192811B (en) * 2017-05-05 2019-11-15 哈尔滨工业大学深圳研究生院 A kind of latent erosion visual measuring device of the level of large deformation totally-enclosed
CN108051304A (en) * 2017-12-27 2018-05-18 河北保定城乡建设集团有限责任公司 A kind of experimental provision and experimental method at multifunction three-dimensional visual structure interface
CN109187183A (en) * 2018-08-30 2019-01-11 中国矿业大学 A kind of pilot system of works by ground stretching action
CN109187183B (en) * 2018-08-30 2020-07-03 中国矿业大学 Test system for foundation tensile effect of structure
CN110376063A (en) * 2019-07-22 2019-10-25 山东华鉴工程检测有限公司 One kind being used for load-bearing structure periphery land movement field measurement experimental rig and method
CN112081576A (en) * 2020-09-14 2020-12-15 西南石油大学 Visual continuous pressurization reaction unit based on plc control

Similar Documents

Publication Publication Date Title
CN104408995A (en) Visual soil and structure interaction mechanical property experimental apparatus
CN103953074B (en) A kind of open-end pipe pile hammering injection analogue experiment installation and experimental technique
CN203502301U (en) Similar simulation material experiment equipment for roadway surrounding rock deformation
CN103969107B (en) High pressure servo moves true triaxial test machine
CN105004611B (en) One kind research Fracture Process of Concrete area material behavior method
CN104344993B (en) Method for testing and measuring member bearing capacity and material performance parameters
CN103234830B (en) Anchoring property experiment platform of anchor rod
CN103257072A (en) Three-dimensional visualization true triaxial simulation test bench
CN104502201B (en) For testing the geomechanical model test device of Rock Slope Stability
CN102607754A (en) Device for measuring negative skin friction of pile soil
CN104198276A (en) Large visual drawing test device for geosynthetics
CN102692319B (en) Passive follow-up force-applied linear guiderail pair test bed with controllable load
CN203275108U (en) A bridge model static force loading device
CN203365427U (en) Visual analog simulation experiment table
CN204270560U (en) A kind of visual soil-structure interaction mechanical property experiment instrument
CN202610847U (en) Measuring device of pile soil negative friction
CN107782606A (en) A kind of experimental rig and its application method of the local buckling behavior of double steel plate combined concrete shear wall steel plate
CN105675395A (en) Testing system for interfacial stress transmission mechanism of soil anchorage body and testing method
CN107036835A (en) It is a kind of to simulate the plane double shaft load test method and device that two steps exploitation obturation interacts with ore pillar
CN109339127A (en) High-speed hydraulic rams compacting foundation bearing capacity and determines method and system in real time
CN106896026A (en) Tensile test apparatus and method
CN103162927B (en) Vibration disturbance simulator used for geotechnical slope and using method thereof
CN102043018B (en) Three-dimensional loading simulation test device for tunnel boring machine
CN102252910A (en) True triaxial testing device for servo control rock
CN105300811A (en) Large-size soil circular shear testing machine

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20150311