CN206725559U - A kind of self-balancing body frost heaving tests bucket - Google Patents

A kind of self-balancing body frost heaving tests bucket Download PDF

Info

Publication number
CN206725559U
CN206725559U CN201720488732.9U CN201720488732U CN206725559U CN 206725559 U CN206725559 U CN 206725559U CN 201720488732 U CN201720488732 U CN 201720488732U CN 206725559 U CN206725559 U CN 206725559U
Authority
CN
China
Prior art keywords
staving
bucket
self
hold
frost heaving
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
CN201720488732.9U
Other languages
Chinese (zh)
Inventor
郭超
王凤池
陆征然
董旭
章李卉
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 CN201720488732.9U priority Critical patent/CN206725559U/en
Application granted granted Critical
Publication of CN206725559U publication Critical patent/CN206725559U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of self-balancing body frost heaving to test bucket.Include staving, cylindrical anchor dynamometer passage is installed at staving center, set on staving top and barrel body wall close contact and the lucite top plate that can slide up and down, top plate stays apertured hole with staving bottom plate center, anchor dynamometer is connected by wire with Acquisition Instrument, stayed along in bucket wall short transverse and set five thermometer holes, on the bucket wall close to staving bottom and higher than hold-down support upper edge, five water supplement ports are equipped with along circumferential direction, the water pipe terminal being connected with water supplement port is connected with the hydraulic pressure groove of a constant volume, liquid turbine flowmeter is respectively mounted on each water pipe, five exhaust outlets are set on staving bottom plate, staving bottom is nested with hold-down support.Experimental rig of the present utility model is simple in construction, it is not necessary to single pressue device, it is easy to operate, and it is applied widely.

Description

A kind of self-balancing body frost heaving tests bucket
Technical field
It the utility model is related to a kind of frost heave test device, more particularly to a kind of self-balancing that frost heave test is carried out for soil Body frost heaving tests bucket.
Background technology
Frozen soil is that a kind of temperature is less than 0 DEG C and the Tu Yan containing ice.It is different according to the frozen state duration, can be jelly Soil is divided into three classes, i.e., instantaneous frozen soil, frost zone and ever-frozen ground.Seasonal frozen ground is widely distributed in different continents with Most of territory of state, China's frost zone account for the 53.5% of area.Existing a large amount of engineering practices both at home and abroad and grind Study carefully result to show, frost heave action is the major reason that the various engineerings in Frozen Area produce freeze injury, particularly to railway, highway etc. Linear engineering, the frost heave of frost zone cause the destruction of engineering can be more violent.On the one hand the engineerings such as railway, highway are reduced Use quality, reduce its service life.On the other hand, subgrade deformation caused by frost heave will have a strong impact on the safety of railway, highway Operation, brings huge economic loss, and society is exerted an adverse impact.
Utility model content
The purpose of this utility model is to provide a kind of self-balancing body frost heaving experiment bucket and its test method, utilizes the device Carry out the frost heaving characteristic experiment of the soil body, it is not necessary to single pressue device, it is easy to operate, it is applied widely.
The purpose of this utility model is realized by the following technical solutions:
A kind of self-balancing body frost heaving tests bucket, includes staving, cylindrical anchor dynamometer is provided with staving center Passage, set on staving top and barrel body wall close contact and the lucite top plate that can slide up and down, top plate and staving bottom plate Apertured hole is stayed at center, and for interting and anchoring anchor dynamometer, anchor dynamometer is connected by wire with Acquisition Instrument, along bucket wall Stayed in short transverse and set five thermometer holes, for connecting the thermocouple temperature sensor being embedded in the soil body, electric thermo-couple temperature passes Sensor is connected by wire with Acquisition Instrument;On the bucket wall close to staving bottom and higher than hold-down support upper edge, along girth Direction is equipped with five water supplement ports, and the water pipe terminal being connected with water supplement port is connected with the hydraulic pressure groove of a constant volume, Liquid turbine flowmeter is respectively mounted on each water pipe, five exhaust outlets, staving bottom and fixation are set on staving bottom plate Bearing is nested.
The staving is lucite material, and bucket wall sets five thermocouple thermometer holes, for laying electroheat pair TEMP Device.
Described cylindrical anchor dynamometer passage is made by lucite material, contour with staving.
Described top plate and bottom plate are made by pmma material, and top plate and bottom plate center stay apertured hole to be used to anchor Anchor dynamometer.
Close to staving bottom and higher than on the bucket wall at base top edge height, five are evenly provided with along staving girth Water supplement port.Each water supplement port is connected by water pipe with hydraulic pressure groove, and water pipe is made up of quality of rubber materials, connection liquid whirlpool Flowmeters.
Hole is reserved on described hold-down support;Hold-down support is provided with four bolts hole, to connect four fixations Screw rod supports as fixed.
The test method of described frost heave test bucket, including tests below step:
(1)The thin filter paper of circle is placed in staving bottom, soil sample is loaded in experiment bucket from top, it is freely slid To bottom;
(2)Anchor cable is passed through from staving center, anchored in bottom and top, anchor dynamometer is arranged on anchor base, anchor Rope is passed through from experiment bucket centre bore, and dynamometer is placed between anchor base and work anchor, and makes the axis of anchor dynamometer with treating Measuring rope diameter parallel;
(3)Stay apertured to insert thermocouple temperature sensor along bucket wall, the water pipe connected on bucket wall, supply water and exclude bottom Bubble in plate, adjust water supply installation;
(4)Water content of soil is recorded according to liquid turbine flowmeter, and frost-heave force and temperature number are recorded by computer terminal According to.
Described step(2)It should be cleaned out between anchor dynamometer top and bottom and pressure-bearing surface during installation, anchor dynamometer It should place steady.
The beneficial effects of the utility model:Efficiently solve the frost-heave force test problem of seasonal freezing soil.It is convenient
Real-time measurement to soil body frost-heave force under outdoor natural temperature, there is good promotional value.The utility model Experimental rig it is simple in construction, it is not necessary to single pressue device, it is easy to operate, it is applied widely.
Brief description of the drawings
Fig. 1 is the front view that a kind of self-balancing body frost heaving of the utility model tests bucket:
Fig. 2 is the front view of staving;
Fig. 3 is the front view of hold-down support:
Fig. 4 is the upward view of hold-down support.
Wherein:1 staving, 2 top plates, 3 bottom plates, 4 anchor dynamometer passages, 5 anchor dynamometers, 6 thermocouple thermometer holes, 7 Support, 9 water supplement ports, 10 exhaust outlets, 11 water pipes, 12 liquid turbine flowmeters are fixed in hold-down support, 8.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings:
As shown in Figure 1, 2, a kind of self-balancing body frost heaving experiment bucket.Include the staving 1 of organic glass material high-strength light With hold-down support 7.The top of staving 1 is provided with and the close contact of bucket wall and the lucite top plate 2 that can slide up and down.Top plate 2 and bucket Stay apertured hole, the centering setting anchor dynamometer passage 4 equal with hole diameter, for interting and anchoring in the center of body bottom plate 3 Anchor dynamometer 5.Five thermocouple thermometer holes 6 are set being stayed on the right side of bucket wall on different height, for the thermocouple being embedded in the soil body Temperature sensor is connected by wire with acquisition Instrumen.Five water supplement ports 9 are uniformly provided with the bucket wall close to staving bottom, Water supplement port 9 is connected with water pipe 11, and liquid turbine flowmeter 12 is provided with water pipe 11.Exhaust is left on staving bottom plate Mouth 10, staving bottom is nested in hold-down support 7.Hold-down support 7 is reserved with some perforations, so as to when staving is with bearing build-in Exhaust outlet passes through.Four bolts hole are additionally provided with hold-down support, four fixed supports 8 are connected, to stablize the experiment bucket.
Staving and the anchor dynamometer passage is lucite material, and the external diameter of staving is 800mm, is highly 2000mm, bucket wall thickness 30mm.The anchor dynamometer passage set at staving center, external diameter 100mm, highly with staving highly It is equal, wall thickness 30mm.
In the side wall of the lucite staving, one thermocouple is set every 400mm from the range of bottom up 1600mm Thermometer hole, pass through for thermocouple temperature sensor wire, and be connected with acquisition Instrumen.
In the top plate of staving apertured hole, hole diameter and anchor dynamometer passage centering, and diameter are stayed with bottom plate center It is identical, so that anchor dynamometer passes through and anchors.
Close to staving bottom and higher than on the bucket wall at base top edge height, along staving girth, 5 are uniformly provided with directly Footpath 50mm water supplement port, each water supplement port are connected by water pipe with hydraulic pressure groove.Liquid turbine is connected on water pipe Flowmeter, to control the inflow of staving.
The steam vent for setting 5 a diameter of 10mm is circumferentially equably stayed on the staving bottom plate.
As shown in Figure 3,4, the hold-down support is made of common iron, and its internal diameter is identical with staving external diameter, side thickness Spend for 10mm, be highly 200mm.Hole is left at hold-down support bottom centre, so that anchor cable dynamometry end anchor head passes through.It is fixed Bearing 7 is reserved with some perforations, to pass through when entire body and exhaust outlet during bearing build-in.Four spiral shells are additionally provided with hold-down support Keyhole, to connect four fixed supports.
The fixed support is standing screw, and the diameter of standing screw and bearing is 50mm.Standing screw has enough Intensity ensure not produce relative displacement between hold-down support and experiment staving, bearing can support whole experiment bucket and soil sample Gross weight, and cause staving leave ground certain altitude.
The frost heave test bucket is applied to sand frost heave test, and specific experiment process includes:
(1)The thin filter paper of circle is placed in staving bottom, soil sample is loaded in experiment bucket from top, it is freely slid To bottom.
(2)Anchor cable is passed through from staving center, anchored in bottom and top, anchor dynamometer is arranged on anchor base, anchor Rope is passed through from experiment bucket centre bore, and dynamometer is placed between anchor base and work anchor, and makes the axis of anchor dynamometer with treating Measuring rope diameter parallel.It should be cleaned out between anchor dynamometer top and bottom and pressure-bearing surface during installation, it is impossible to there is sand grains, otherwise can shadow Ring measured value.Anchor dynamometer should be placed steadily, such as find that geometric eccentricity is excessive, should be adjusted in time.
(3)Apertured is stayed to insert thermocouple temperature sensor along bucket wall.The water pipe connected on bucket wall, supply water and exclude bottom Bubble in plate, adjust water supply installation.
(4)Water content of soil is recorded according to liquid turbine flowmeter, and frost-heave force and temperature number are recorded by computer terminal According to.
Embodiment described in the utility model does not form the limitation to the application scope, every new in this practicality Within the spirit and principle of type design, all any modification, equivalent and improvement that one of skill in the art can make etc. are equal It should be included within the scope of protection of the utility model.

Claims (6)

1. a kind of self-balancing body frost heaving tests bucket, it is characterized in that:Include staving, cylindrical anchor cable is installed at staving center Dynamometer passage, set on staving top and barrel body wall close contact and can slide up and down lucite top plate, top plate and bucket Apertured hole is stayed at body bottom plate center, and for interting and anchoring anchor dynamometer, anchor dynamometer is connected by wire with Acquisition Instrument, Stayed along in bucket wall short transverse and set five thermometer holes, for connecting the thermocouple temperature sensor being embedded in the soil body, thermocouple Temperature sensor is connected by wire with Acquisition Instrument;On the bucket wall close to staving bottom and higher than hold-down support upper edge, Five water supplement ports are equipped with along circumferential direction, the water pipe terminal being connected with water supplement port is connected with the hydraulic pressure groove of a constant volume Connect, liquid turbine flowmeter be respectively mounted on each water pipe, on staving bottom plate set five exhaust outlets, staving bottom with Hold-down support is nested.
A kind of 2. self-balancing body frost heaving experiment bucket according to claim 1, it is characterized in that the staving is lucite Material, bucket wall sets five thermocouple thermometer holes, for laying electroheat pair temperature sensor.
A kind of 3. self-balancing body frost heaving experiment bucket according to claim 1, it is characterized in that described cylindrical anchor cable is surveyed Power meter passage is made by lucite material, contour with staving.
A kind of 4. self-balancing body frost heaving experiment bucket according to claim 1, it is characterized in that described top plate and bottom plate is equal It is to be made by pmma material, top plate and bottom plate center stay apertured hole to be used to anchor anchor dynamometer.
A kind of 5. self-balancing body frost heaving experiment bucket according to claim 1, it is characterized in that close to staving bottom and height In on the bucket wall that base top edge is highly located, five water supplement ports are evenly provided with along staving girth, each water supplement port passes through moisturizing Pipeline is connected with hydraulic pressure groove, and water pipe is made up of quality of rubber materials, connects liquid turbine flowmeter.
A kind of 6. self-balancing body frost heaving experiment bucket according to claim 1, it is characterized in that pre- on described hold-down support Leave hole;Hold-down support is provided with four bolts hole, is supported to connect four standing screws as fixed.
CN201720488732.9U 2017-05-04 2017-05-04 A kind of self-balancing body frost heaving tests bucket Expired - Fee Related CN206725559U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720488732.9U CN206725559U (en) 2017-05-04 2017-05-04 A kind of self-balancing body frost heaving tests bucket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720488732.9U CN206725559U (en) 2017-05-04 2017-05-04 A kind of self-balancing body frost heaving tests bucket

Publications (1)

Publication Number Publication Date
CN206725559U true CN206725559U (en) 2017-12-08

Family

ID=60508700

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720488732.9U Expired - Fee Related CN206725559U (en) 2017-05-04 2017-05-04 A kind of self-balancing body frost heaving tests bucket

Country Status (1)

Country Link
CN (1) CN206725559U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107153111A (en) * 2017-05-04 2017-09-12 沈阳建筑大学 A kind of self-balancing body frost heaving experiment bucket and its test method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107153111A (en) * 2017-05-04 2017-09-12 沈阳建筑大学 A kind of self-balancing body frost heaving experiment bucket and its test method

Similar Documents

Publication Publication Date Title
CN203502388U (en) Rock damage and penetration testing device
CN108344850B (en) Water-heat-force-displacement experimental system and method for loaded soil body in freeze-thaw environment
WO2018161866A1 (en) Device and method for testing mechanical behavior characteristic of pile-soil interface for energy pile
CN107024499A (en) One-dimensional earth pillar frost-heaving deformation analyzer
CN108181343A (en) Freezing Soils hydro-thermal power comprehensive testing method
CN203848966U (en) Impactor impact force detection device
CN106645637A (en) Freeze thawing thermal cycle tri-axial seepage multifunctional pressure chamber for geotechnical material
CN107831106B (en) Intelligent permeability measurement test bed
CN105699269A (en) Multi-directional constant-pressure asphalt mixture seepage testing device
CN107436140A (en) The settling column test instrument and test method that vacuum preloading and piling prepressing are combined
CN105675471A (en) Multi-angle diameter-variable type Darcy seepage experiment device
CN103411750A (en) High-temperature high-pressure full-diameter core crack leaking stoppage instrument
CN206420750U (en) A kind of ice shear bond power determines device
CN207081675U (en) A kind of self-balancing body frost heaving experimental rig
CN113418647B (en) Floating force testing device and method for shield segment in surrounding rock
CN206725559U (en) A kind of self-balancing body frost heaving tests bucket
CN110296889A (en) Pressure chamber and its test method for coarse grain soil large-scale Frozen-thawed cycled triaxial test
CN105606511A (en) One-dimensional simulator of solute migration and transformation in deep phreatic water
CN211478117U (en) Portable saline soil in-situ frost heaving and subsidence detection device
CN105136072B (en) A kind of Tunnel Lining Cracks depth measurement method and measurement apparatus
CN105928966A (en) Frost heave test barrel and test method thereof
CN109870477B (en) Non-contact frost heaving monomer for detecting soil and detection method thereof
CN207600534U (en) A kind of distributed stream measuring device
CN109612909A (en) Grout transformation Rock And Soil permeance property intelligent measure experimental rig and test method
CN207231976U (en) A kind of different temperatures, the lower rock permeability factor detection device of pressure effect

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171208

Termination date: 20210504

CF01 Termination of patent right due to non-payment of annual fee