CN109357923A - A kind of country rock-lining cutting contact surface device and method that reduction tensioning splitting generates - Google Patents
A kind of country rock-lining cutting contact surface device and method that reduction tensioning splitting generates Download PDFInfo
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- CN109357923A CN109357923A CN201811330376.3A CN201811330376A CN109357923A CN 109357923 A CN109357923 A CN 109357923A CN 201811330376 A CN201811330376 A CN 201811330376A CN 109357923 A CN109357923 A CN 109357923A
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- country rock
- lining cutting
- interaction model
- structure interaction
- contact surface
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
- G01N1/286—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q involving mechanical work, e.g. chopping, disintegrating, compacting, homogenising
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/28—Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
Abstract
The invention discloses a kind of country rock-lining cutting contact surface devices that reduction tensioning splitting generates, including bottom plate, box mold is provided on bottom plate, box mold includes the left plate being vertically arranged on bottom plate, right side plate, front panel and rear panel, country rock-lining cutting Soil-structure Interaction Model is provided in box mold, several left plate threaded holes are offered on left plate, several right side plate threaded holes are offered on right side plate, the end of thread of left side fixing bolt is screwed into left plate threaded hole and offsets on one side with country rock-lining cutting Soil-structure Interaction Model, the end of thread of right side fixing bolt is screwed into right side plate threaded hole and offsets with country rock-lining cutting Soil-structure Interaction Model another side.A kind of country rock-lining cutting contact surface method that reduction tensioning splitting generates is also disclosed, can be used for preparing containing country rock-lining cutting contact surface sample；By length scale and angle index, country rock-lining cutting Soil-structure Interaction Model position and angle are adjusted, to realize the sample preparation of different angle and different-thickness contact surface.
Description
Technical field
The invention belongs to ground experimental provision fields, and in particular to it is a kind of reduction tensioning splitting generate country rock-lining cutting connect
The device of contacting surface further relates to a kind of country rock-lining cutting contact surface method that reduction tensioning splitting generates.
Background technique
Current tunnel excavation mostly uses drill bursting construction, and the stress wave that explosion is emitted generates Radial crack, these cracks
The direction that Local influence Anlysis principal stress can be preferentially parallel to is propagated, i.e., circumferential, and rock mass is thus formd among adjacent shot hole
Splitting surface, generally after the completion of blast working, i.e. progress concrete spraying support, rock mass splitting surface side develops for country rock-lining
Contact surface is built, similar with research rock mass discontinuity, research is important because country rock-lining cutting contact surface that drill bursting construction is formed also has
Meaning, this is a breach for studying country rock and lining cutting contact action.
When studying country rock and lining cutting interaction, contact action is an importance, and connecing between country rock and lining cutting
Contacting surface is the main carriers for the effect that is in contact.Existing research show country rock-lining cutting contact surface mechanical property not only with its two
Side rock mass is related with concrete, also closely related with the configuration of surface of contact surface, to study country rock-lining cutting contact surface mechanics row
For, obtain the relationship between related mechanics parameter, research geometrical morphology and mechanical property it is necessary to a large amount of different surface configurations are unfolded
Country rock-lining cutting contact surface shearing test.But at present at the scene on sampling and indoor reduction country rock-lining cutting contact surface there is also with
Lower difficulty:
1, scene obtains real contact area sample and has difficulties, in particular by the splitting surface formed after drill bursting construction, because
Immediate support is needed, so just being covered by concrete layer when formation, is not easy to obtain splitting surface sample；
2, " nonrepeatability of real contact area test ".Even if having got real contact area sample at the scene, room is carried out with it
Interior compression or shearing test, contact surface destroys at once after test, can not remold, and changes one group of contact surface and is tested, and because of every group
Contact surface specimen surface form is different, it is different to lead to test result, therefore there is a problem of that laboratory test is not reproducible；
3, " regular angular simulation cannot reflect real topography feature ", in order to solve above-mentioned two problems, numerous scholars study system
" standard angle contact surface " is made.This production country rock-lining cutting contact surface method is to be cut into zigzag on one block of steel plate
Regular angular, usually have 30 °, 45 °, 60 ° etc., then in the contact surface steel plate model side (single side sawtooth) of production or two sides
(two-sided sawtooth) casting concrete or analog material prepare the country rock for laboratory test-lining cutting contact surface sample.But this
The regular angular set a bit can not reflect the geometrical characteristic of real contact area, only a kind of covert equivalent and replace, and recessed
The contact surface time of day of convex injustice is not only to have differences on geometrical morphology, also there is relatively large distance on mechanical behavior.
4, country rock-lining cutting contact surface generates response due to by external force, and the direction of external force is not necessarily flat
Row is in contact surface, and the external force size acted in contact surface two sides country rock and lining cutting can also have differences, therefore indoors
When simulation test, need to apply active force of different sizes on the rock of contact surface two sides, and this is seldom in the conventional method
See, because the effect of power be it is mutual, contact surface two sides apply active force of different sizes and are not easy to realize.
Summary of the invention
It is an object of the invention to overcome the shortcomings of the prior art, a kind of enclosing for reduction tensioning splitting generation is provided
Rock-lining cutting contact surface device also provides a kind of country rock-lining cutting contact surface method that reduction tensioning splitting generates.It solves
For the not reproducible problem of contact surface shearing test, convenient for the shearing test research of contact surface.
Above-mentioned purpose of the invention is achieved through the following technical solutions:
A kind of reduction tensioning cleaves country rock-lining cutting contact surface device of generation, including bottom plate, is provided with box mould on bottom plate
Tool, box mold include the left plate being vertically arranged on bottom plate, right side plate, front panel and rear panel, setting in box mold
There is country rock-lining cutting Soil-structure Interaction Model, several left plate threaded holes are offered on left plate, several right sides are offered on right side plate
Side plate threaded hole, the end of thread of left side fixing bolt be screwed into left plate threaded hole and with country rock-lining cutting Soil-structure Interaction Model one side phase
It supports, the end of thread of right side fixing bolt is screwed into right side plate threaded hole and offsets with country rock-lining cutting Soil-structure Interaction Model another side.
Matching nut is arranged on the end of thread of left side fixing bolt and right side fixing bolt as described above.
The direction of left plate to right side plate is provided with length scale at the top of rear panel as described above.
The side of country rock-lining cutting Soil-structure Interaction Model as described above offers angle modulation hole, offers on rear panel and angle modulation
The corresponding angle modulation in hole site switchs preformed hole, switchs preformed hole using angle modulation on rear panel and angled quarter is arranged as rotation center
Degree, angle modulation switch is whole L-shaped, and it is insertion end that angle modulation, which switchs one end, and the other end is indication end, and the insertion end of angle modulation switch runs through
It is seated in angle modulation hole after angle modulation switch preformed hole.
Left plate threaded hole and right side plate threaded hole as described above are in staggered distribution.
A method of country rock-lining cutting contact surface that reduction tensioning splitting generates, comprising the following steps:
Left plate, right side plate, front panel and rear panel are fixed on bottom plate by step 1, left plate, right side plate, front panel and after
Panel surrounds box mold, and country rock-lining cutting Soil-structure Interaction Model is placed in box mold,
Step 2, by the end of thread of left side fixing bolt be screwed into left plate threaded hole and with country rock-lining cutting Soil-structure Interaction Model one
Face offsets, and the end of thread of right side fixing bolt is screwed into right side plate threaded hole and another with country rock-lining cutting Soil-structure Interaction Model
Face offsets, and tightens matching nut,
Step 3, the country rock in box mold-lining cutting Soil-structure Interaction Model two sides filling simulation filler material, are manually plugged and pounded
Simulating filler material or being vibrated using machine keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining cutting
Soil-structure Interaction Model obtains left side sample and right side sample, is combined into one left side sample and right side sample to obtain sample.
A method of country rock-lining cutting contact surface that reduction tensioning splitting generates, comprising the following steps:
Left plate, right side plate, front panel and rear panel are fixed on bottom plate by step 1, left plate, right side plate, front panel and after
Panel surrounds box mold, and country rock-lining cutting Soil-structure Interaction Model is placed in box mold,
Step 2, by the end of thread of left side fixing bolt be screwed into left plate threaded hole and with country rock-lining cutting Soil-structure Interaction Model one
Face offsets, and the end of thread of right side fixing bolt is screwed into right side plate threaded hole and another with country rock-lining cutting Soil-structure Interaction Model
Face offsets, and the insertion end of angle modulation switch is seated in angle modulation hole after angle modulation switch preformed hole, adjustment country rock-lining cutting contact
The rotation angle of surface model adjust simultaneously left side fixing bolt be screwed into depth and right side fixing bolt be screwed into depth so that left
Side fixing bolt and right side fixing bolt offset with country rock-lining cutting Soil-structure Interaction Model two sides always, and country rock-lining cutting contacts face mould
Type is rotated to setting rotation angle, tightens matching nut,
Step 3, the country rock in box mold-lining cutting Soil-structure Interaction Model two sides filling simulation filler material, are manually plugged and pounded
Simulating filler material or being vibrated using machine keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining cutting
Soil-structure Interaction Model obtains left side sample and right side sample, is combined into one left side sample and right side sample to obtain sample.
A method of country rock-lining cutting contact surface that reduction tensioning splitting generates, comprising the following steps:
Left plate, right side plate, front panel and rear panel are fixed on bottom plate by step 1, left plate, right side plate, front panel and after
Panel surrounds box mold, and country rock-lining cutting Soil-structure Interaction Model is placed in box mold, adjusts country rock-lining along length scale
The position of Soil-structure Interaction Model is built,
Step 2, by the end of thread of left side fixing bolt be screwed into left plate threaded hole and with country rock-lining cutting Soil-structure Interaction Model one
Face offsets, and the end of thread of right side fixing bolt is screwed into right side plate threaded hole and another with country rock-lining cutting Soil-structure Interaction Model
Face offsets, and tightens matching nut,
Step 3, the country rock in box mold-lining cutting Soil-structure Interaction Model two sides filling simulation filler material, are manually plugged and pounded
Simulating filler material or being vibrated using machine keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining cutting
Soil-structure Interaction Model obtains left side sample and right side sample, is combined into one left side sample and right side sample to obtain sample.
The present invention has the advantages that compared with the existing technology
1, can be used for preparing containing country rock-lining cutting contact surface sample；
2, by length scale and angle index, country rock-lining cutting Soil-structure Interaction Model position and angle are adjusted, to realize difference
The sample preparation at inclination angle and different-thickness contact surface.
Detailed description of the invention
Fig. 1 is country rock-lining cutting Soil-structure Interaction Model physical model schematic diagram；
Fig. 2 is overlooking structure diagram of the invention；
Fig. 3 is side structure schematic view of the invention；
Fig. 4 is the arrangement schematic diagram of left plate threaded hole and right side plate threaded hole；
Fig. 5 is country rock-lining cutting Soil-structure Interaction Model adjustment schematic diagram of embodiment 2；
Fig. 6 is country rock-lining cutting Soil-structure Interaction Model adjustment schematic diagram of embodiment 3.
Wherein: 1- country rock-lining cutting Soil-structure Interaction Model；2- front panel；3- rear panel；4- left plate；5- right side plate；The bottom 6-
Plate；7- assembling screw；8- angle modulation switch；9- length scale；10- angle index；Fixing bolt on the left of 1101-；It is solid on the right side of 1102-
Determine bolt；12- matching nut；13- angle modulation switchs preformed hole；1401- left plate threaded hole；1402- right side plate threaded hole.
Specific embodiment
For the ease of those of ordinary skill in the art understand and implement the present invention, below with reference to embodiment to the present invention make into
The detailed description of one step, it should be understood that implementation example described herein is merely to illustrate and explain the present invention, and is not used to limit
The fixed present invention.
Embodiment 1:
Restore country rock-lining cutting contact surface, comprising the following steps:
According to drill bursting construction, cleavage fracture occurs because being hit tensile stress and forms country rock-lining cutting contact for face rock mass
The principle in face, using Brazilian disk test method, to diameter 150mm, the cylindric rock sample of thickness 150mm is cleaved,
Higher loading speed is used in splitting, to simulate blasting impact effect；After test, obtain a projected area be 150 ×
The splitting contact surface of 150mm is scanned splitting contact surface using high-precision three-dimensional scanning device, obtains three-dimensional coordinate form
Splitting contact surface point cloud data and import MATLAB software and carry out interpolation fitting, CAD script file is generated, by CAD script text
Part is loaded onto CAD, forms the three-dimension curved surface of splitting contact surface, and three-dimension curved surface is carried out translation thickening, is formed with certain thick
The Soil-structure Interaction Model of degree is based on SLA optical soliton interaction technology using 3D printing technique, using photosensitive resin material by contact surface
Model prints, and has just obtained country rock-lining cutting contact surface physical model with higher reduction precision, as shown in Figure 1.
A kind of reduction tensioning cleaves country rock-lining cutting contact surface device of generation, including bottom plate 6, the side of being provided on bottom plate 6
Frame mould, box mold include the left plate 4 being vertically arranged on bottom plate 6, right side plate 5, front panel 2 and rear panel 3, box mould
It is provided with country rock-lining cutting Soil-structure Interaction Model 1 in tool, several left plate threaded holes 1401, right side plate 5 are offered on left plate 4
On offer several right side plate threaded holes 1402, the end of thread of left side fixing bolt 1101 is screwed into left plate threaded hole 1401 simultaneously
It offsets on one side with country rock-lining cutting Soil-structure Interaction Model 1, the end of thread of right side fixing bolt 1102 is screwed into right side plate threaded hole 1402 simultaneously
It offsets with country rock -1 another side of lining cutting Soil-structure Interaction Model.
Matching nut 12 is arranged on the end of thread of left side fixing bolt 1101 and right side fixing bolt 1102.
3 top of rear panel is provided with length scale 9 along the direction of left plate 4 to right side plate 5.
Country rock-lining cutting Soil-structure Interaction Model 1 side offers angle modulation hole, offers on rear panel 3 and angle modulation hole site phase
Corresponding angle modulation switchs preformed hole 13, and switching preformed hole 13 on rear panel 3 with angle modulation is that rotation center is provided with angle index 10,
Angle modulation switch 8 is whole L-shaped, and 8 one end of angle modulation switch is insertion end, and the other end is indication end, and the insertion end of angle modulation switch 8 runs through
It is seated in angle modulation hole after angle modulation switch preformed hole 13, when country rock-lining cutting Soil-structure Interaction Model 1 rotates, drives inserting for angle modulation switch 8
Enter end rotation, and then the indication end rotation of drive angle modulation switch 8, the indication end of angle modulation switch 8 and angle index 10 match can
To indicate country rock-rotation of lining cutting Soil-structure Interaction Model 1 angle.
Left plate threaded hole 1401 and right side plate threaded hole 1402 are in staggered distribution.
Country rock-lining cutting contact surface the device generated using above-mentioned reduction tensioning splitting is carried out reduction tensioning splitting and generated
Country rock-lining cutting contact surface method, prepare 150 × 150 × 150mm specification sample, country rock-lining cutting Soil-structure Interaction Model 1
With a thickness of 10mm, therefore the distance between 5 inside of 4 inside of left plate and right side plate is 160mm, 2 inside of front panel and rear panel 3
The distance between inside is 150mm, left plate 4, right side plate 5, front panel 2 and rear panel 3 height be 150mm, use spiral shell
Nail left plate 4, right side plate 5, front panel 2 and rear panel 3 are fixed on bottom plate 6, left plate 4, right side plate 5, front panel 2 and after
Panel 3 surrounds box mold, and country rock-lining cutting Soil-structure Interaction Model 1 is placed in box mold, by left side fixing bolt 1101
The end of thread is screwed into left plate threaded hole 1401 and offsets on one side with country rock-lining cutting Soil-structure Interaction Model 1, by right side fixing bolt
1102 end of thread is screwed into right side plate threaded hole 1402 and offsets with country rock -1 another side of lining cutting Soil-structure Interaction Model, then twists
Tight matching nut 12, so that left plate 4, right side plate 5, country rock-lining cutting Soil-structure Interaction Model 1 relative position further fix.?
Country rock -1 two sides of lining cutting Soil-structure Interaction Model filling simulation filler material in box mold, simulation filler material is for simulating contact
The analog material or concrete of face two sides country rock and lining cutting manually plug and pound simulation filler material or vibrate using machine making to simulate
Filler material is closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining cutting Soil-structure Interaction Model 1, obtains left side sample and right side
Sample is combined into one left side sample and right side sample to obtain sample along contact surface, after sample conserves a period of time, carries out indoor
Compression or shearing test.
Embodiment 2:
Country rock-lining cutting contact surface device that a kind of reduction tensioning splitting recorded using embodiment 1 is generated, carries out reduction tensioning
Country rock-lining cutting contact surface the method generated is cleaved, the sample of 150 × 150 × 150mm specification, country rock-lining cutting contact surface are prepared
Model 1 with a thickness of 10mm, therefore the distance between 5 inside of 4 inside of left plate and right side plate is 160mm, 2 inside of front panel and
The distance between inside of rear panel 3 is 150mm, left plate 4, right side plate 5, front panel 2 and rear panel 3 height be 150mm,
Left plate 4, right side plate 5, front panel 2 and rear panel 3 are fixed on bottom plate 6 using screw, left plate 4, right side plate 5, front
Plate 2 and rear panel 3 surround box mold, and country rock-lining cutting Soil-structure Interaction Model 1 is placed in box mold, by the fixed spiral shell in left side
The end of thread of bolt 1101 is screwed into left plate threaded hole 1401 and offsets on one side with country rock-lining cutting Soil-structure Interaction Model 1, by right side
The end of thread of fixing bolt 1102 be screwed into right side plate threaded hole 1402 and with 1 another side phase of country rock-lining cutting Soil-structure Interaction Model
It supports, the insertion end of angle modulation switch 8 is seated in angle modulation hole after angle modulation switch preformed hole 13, adjusts country rock-lining cutting contact surface
The rotation angle of model 1 adjust simultaneously left side fixing bolt 1101 be screwed into depth and right side fixing bolt 1102 be screwed into depth
Degree so that left side fixing bolt 1101 and right side fixing bolt 1102 always with country rock-lining cutting Soil-structure Interaction Model 1 two sides phase
It supports, country rock-lining cutting Soil-structure Interaction Model 1 rotation angle, country rock-is shown by the indication end of angle modulation switch 8 and angle index 10
After the rotation of lining cutting Soil-structure Interaction Model 1 to setting rotation angle, matching nut 12 is tightened, so that left plate 4, right side plate 5, country rock-
The relative position of lining cutting Soil-structure Interaction Model 1 further fixes.Country rock -1 two sides of lining cutting Soil-structure Interaction Model in box mold
Filling simulation filler material, simulation filler material are the analog material or concrete for simulating contact face two sides country rock and lining cutting, into
Pedestrian's work, which is plugged and pounded simulation filler material or vibrated using machine, keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, is taken
Country rock-lining cutting Soil-structure Interaction Model 1 out obtains left side sample and right side sample, and left side sample and right side sample are closed along contact surface
Two obtain sample for one, after sample conserves a period of time, carry out interior compression or shearing test.
Embodiment 3:
Country rock-lining cutting contact surface device that a kind of reduction tensioning splitting recorded using embodiment 1 is generated, carries out reduction tensioning
Country rock-lining cutting contact surface the method generated is cleaved, the sample of 150 × 150 × 150mm specification, country rock-lining cutting contact surface are prepared
Model 1 with a thickness of 10mm, therefore the distance between 5 inside of 4 inside of left plate and right side plate is 160mm, 2 inside of front panel and
The distance between inside of rear panel 3 is 150mm, left plate 4, right side plate 5, front panel 2 and rear panel 3 height be 150mm,
Left plate 4, right side plate 5, front panel 2 and rear panel 3 are fixed on bottom plate 6 using screw, left plate 4, right side plate 5, front
Plate 2 and rear panel 3 surround box mold, and country rock-lining cutting Soil-structure Interaction Model 1 is placed in box mold, length scale 9 is passed through
Adjust country rock-lining cutting Soil-structure Interaction Model 1 and the distance between left plate 4, right side plate 5, so adjust left side sample with a thickness of
55mm, right side sample with a thickness of 95mm, the end of thread of left side fixing bolt 1101 is screwed into left plate threaded hole 1401
And offset on one side with country rock-lining cutting Soil-structure Interaction Model 1, the end of thread of right side fixing bolt 1102 is screwed into right side plate threaded hole
Offset in 1402 and with country rock -1 another side of lining cutting Soil-structure Interaction Model, tighten matching nut 12 so that left plate 4, right side plate 5,
Country rock-lining cutting Soil-structure Interaction Model 1 relative position further fixes.Country rock -1 liang of lining cutting Soil-structure Interaction Model in box mold
Side filling simulation filler material, simulation filler material are the analog material or coagulation for simulating contact face two sides country rock and lining cutting
Soil manually plug and pound simulation filler material or vibrate using machine keeping simulation filler material closely knit, and box mould is dismantled in maintenance two days later
Tool takes out country rock-lining cutting Soil-structure Interaction Model 1, obtains left side sample and right side sample, by left side sample and right side sample along contact
Face is combined into one to obtain sample, after sample conserves a period of time, carries out interior compression or shearing test.
Specific embodiment described herein is only to give an example to the principle of the invention, the neck of technology belonging to the present invention
The technical staff in domain can make corresponding modification, such as adjustment country rock-lining cutting Soil-structure Interaction Model to described specific embodiment
Thickness；In the more apertures of back side panel, the preparation of thickness and angle while the identical mold of adjustable contact surface is realized；In addition one
Panel changes inclination angle, or other supplements and modification etc. by rotating left and right model by angle dial to thereon,
But range defined in the principle of the present invention or the appended claims must not be deviateed.
Claims (8)
1. a kind of country rock-lining cutting contact surface device that reduction tensioning splitting generates, including bottom plate (6), which is characterized in that bottom plate
(6) box mold is provided on, box mold includes left plate (4), the right side plate (5), front being vertically arranged on bottom plate (6)
Plate (2) and rear panel (3) are provided with country rock-lining cutting Soil-structure Interaction Model (1) in box mold, offer on left plate (4) several
A left plate threaded hole (1401) offers several right side plate threaded holes (1402), left side fixing bolt on right side plate (5)
(1101) the end of thread is screwed into left plate threaded hole (1401) and offsets on one side with country rock-lining cutting Soil-structure Interaction Model (1), and right side is solid
Determine bolt (1102) the end of thread be screwed into right side plate threaded hole (1402) and with country rock-lining cutting Soil-structure Interaction Model (1) another side phase
It supports.
2. country rock-lining cutting contact surface device that a kind of reduction tensioning splitting according to claim 1 generates, feature exist
In being arranged with matching nut on the end of thread of the left side fixing bolt (1101) and right side fixing bolt (1102)
(12).
3. country rock-lining cutting contact surface device that a kind of reduction tensioning splitting according to claim 2 generates, feature exist
In the rear panel (3) top is provided with length scale (9) along the direction of left plate (4) to right side plate (5).
4. country rock-lining cutting contact surface device that a kind of reduction tensioning splitting according to claim 3 generates, feature exist
In the country rock-lining cutting Soil-structure Interaction Model (1) side offers angle modulation hole, offers on rear panel (3) and angle modulation hole location
Corresponding angle modulation switch preformed hole (13) is set, is provided on rear panel (3) with angle modulation switch preformed hole (13) for rotation center
Angle index (10), angle modulation switch (8) is whole L-shaped, and it is insertion end that angle modulation, which switchs (8) one end, and the other end is indication end, angle modulation
The insertion end of switch (8) is seated in angle modulation hole after angle modulation switch preformed hole (13).
5. country rock-lining cutting contact surface device that a kind of reduction tensioning splitting according to claim 4 generates, feature exist
In the left plate threaded hole (1401) and right side plate threaded hole (1402) are in staggered distribution.
6. a kind of country rock-lining cutting contact surface method that reduction tensioning splitting generates, utilizes reduction tensioning as claimed in claim 4
Cleave the country rock-lining cutting contact surface device generated, which comprises the following steps:
Left plate (4), right side plate (5), front panel (2) and rear panel (3) are fixed on bottom plate (6), left plate by step 1
(4), right side plate (5), front panel (2) and rear panel (3) surround box mold, and country rock-lining cutting Soil-structure Interaction Model (1) is placed on
In box mold,
Step 2, by the end of thread of left side fixing bolt (1101) be screwed into left plate threaded hole (1401) and with country rock-lining cutting
Soil-structure Interaction Model (1) offsets on one side, and the end of thread of right side fixing bolt (1102) is screwed into right side plate threaded hole (1402)
And offset with country rock-lining cutting Soil-structure Interaction Model (1) another side, matching nut (12) are tightened,
Step 3, the country rock in box mold-lining cutting Soil-structure Interaction Model (1) two sides filling simulation filler material, are manually inserted
Smashing simulation filler material or being vibrated using machine keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining
It builds Soil-structure Interaction Model (1), obtains left side sample and right side sample, be combined into one left side sample and right side sample to obtain sample.
7. a kind of country rock-lining cutting contact surface method that reduction tensioning splitting generates, utilizes reduction tensioning as claimed in claim 4
Cleave the country rock-lining cutting contact surface device generated, which comprises the following steps:
Left plate (4), right side plate (5), front panel (2) and rear panel (3) are fixed on bottom plate (6), left plate by step 1
(4), right side plate (5), front panel (2) and rear panel (3) surround box mold, and country rock-lining cutting Soil-structure Interaction Model (1) is placed on
In box mold,
Step 2, by the end of thread of left side fixing bolt (1101) be screwed into left plate threaded hole (1401) and with country rock-lining cutting
Soil-structure Interaction Model (1) offsets on one side, and the end of thread of right side fixing bolt (1102) is screwed into right side plate threaded hole (1402)
And offset with country rock-lining cutting Soil-structure Interaction Model (1) another side, the insertion end of angle modulation switch (8) is switched into preformed hole through angle modulation
(13) it is seated in after in angle modulation hole, adjustment country rock-lining cutting Soil-structure Interaction Model (1) rotation angle adjusts left side fixing bolt simultaneously
(1101) be screwed into depth and right side fixing bolt (1102) be screwed into depth so that left side fixing bolt (1101) and right side are solid
Determine bolt (1102) to offset with country rock-lining cutting Soil-structure Interaction Model (1) two sides always, country rock-lining cutting Soil-structure Interaction Model (1) rotation
After rotating angle to setting, matching nut (12) are tightened,
Step 3, the country rock in box mold-lining cutting Soil-structure Interaction Model (1) two sides filling simulation filler material, are manually inserted
Smashing simulation filler material or being vibrated using machine keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining
It builds Soil-structure Interaction Model (1), obtains left side sample and right side sample, be combined into one left side sample and right side sample to obtain sample.
8. a kind of country rock-lining cutting contact surface method that reduction tensioning splitting generates, utilizes reduction tensioning as claimed in claim 4
Cleave the country rock-lining cutting contact surface device generated, which comprises the following steps:
Left plate (4), right side plate (5), front panel (2) and rear panel (3) are fixed on bottom plate (6), left plate by step 1
(4), right side plate (5), front panel (2) and rear panel (3) surround box mold, and country rock-lining cutting Soil-structure Interaction Model (1) is placed on
In box mold, country rock-lining cutting Soil-structure Interaction Model (1) position is adjusted along length scale (9),
Step 2, by the end of thread of left side fixing bolt (1101) be screwed into left plate threaded hole (1401) and with country rock-lining cutting
Soil-structure Interaction Model (1) offsets on one side, and the end of thread of right side fixing bolt (1102) is screwed into right side plate threaded hole (1402)
And offset with country rock-lining cutting Soil-structure Interaction Model (1) another side, matching nut (12) are tightened,
Step 3, the country rock in box mold-lining cutting Soil-structure Interaction Model (1) two sides filling simulation filler material, are manually inserted
Smashing simulation filler material or being vibrated using machine keeps simulation filler material closely knit, and box mold is dismantled in maintenance two days later, takes out country rock-lining
It builds Soil-structure Interaction Model (1), obtains left side sample and right side sample, be combined into one left side sample and right side sample to obtain sample.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811330376.3A CN109357923B (en) | 2018-11-09 | 2018-11-09 | Device and method for reducing surrounding rock-lining contact surface generated by tension splitting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811330376.3A CN109357923B (en) | 2018-11-09 | 2018-11-09 | Device and method for reducing surrounding rock-lining contact surface generated by tension splitting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109357923A true CN109357923A (en) | 2019-02-19 |
| CN109357923B CN109357923B (en) | 2020-05-26 |
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| CN201811330376.3A Active CN109357923B (en) | 2018-11-09 | 2018-11-09 | Device and method for reducing surrounding rock-lining contact surface generated by tension splitting |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110146389A (en) * | 2019-04-26 | 2019-08-20 | 山东科技大学 | For analog force-heat-liquid coupling environment true triaxial direct shear test box and method |
| CN112613210A (en) * | 2020-12-19 | 2021-04-06 | 中国科学院武汉岩土力学研究所 | Numerical solution method for shield subway tunnel rock stratum-lining stress deformation |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0866873A (en) * | 1994-08-26 | 1996-03-12 | Kokusai Electric Co Ltd | Device for rotating trimmer screw |
| CN200944100Y (en) * | 2006-08-21 | 2007-09-05 | 舟山市博远科技开发有限公司 | Concrete impermeable specimen cracking machine |
| CN202599724U (en) * | 2012-04-23 | 2012-12-12 | 山东大学 | Tooling used for manufacturing complete-penetration fracture class rock material standard samples with different angles |
| CN103954499A (en) * | 2014-03-06 | 2014-07-30 | 重庆大学 | Rock confining pressure loading experiment device and experiment method |
| CN204402504U (en) * | 2014-12-17 | 2015-06-17 | 张进军 | A kind of tunnel steel form lining trolley |
| CN105277406A (en) * | 2015-11-03 | 2016-01-27 | 中国建筑股份有限公司 | Mold for producing cracked rock test piece of different dip angles and production method thereof |
| CN106501089A (en) * | 2016-09-23 | 2017-03-15 | 河海大学 | Simulate the experimental rig of concrete hydraulic fracture and method under high hydraulic pressure |
| CN108007756A (en) * | 2017-12-04 | 2018-05-08 | 中国石油大学(华东) | A kind of mould for the rock sample containing crack that Prestressing anchor pole is made based on pre-tensioning system |
| CN207498908U (en) * | 2017-11-14 | 2018-06-15 | 长江勘测规划设计研究有限责任公司 | A kind of diversion tunnel vertical cyclindrical shape stopper structure pattern |
| CN108344640A (en) * | 2018-02-12 | 2018-07-31 | 三峡大学 | A kind of device and method of simulation loop tunnel tire formula liner supporting structure stress |
| CN207823265U (en) * | 2017-12-22 | 2018-09-07 | 东莞金匠机电设备有限公司 | A kind of reciprocal spray-painting plant of sheet metal component |
| CN108644568A (en) * | 2018-07-23 | 2018-10-12 | 徐荣春 | A kind of fixed seat of adjustable motor angle |
-
2018
- 2018-11-09 CN CN201811330376.3A patent/CN109357923B/en active Active
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0866873A (en) * | 1994-08-26 | 1996-03-12 | Kokusai Electric Co Ltd | Device for rotating trimmer screw |
| CN200944100Y (en) * | 2006-08-21 | 2007-09-05 | 舟山市博远科技开发有限公司 | Concrete impermeable specimen cracking machine |
| CN202599724U (en) * | 2012-04-23 | 2012-12-12 | 山东大学 | Tooling used for manufacturing complete-penetration fracture class rock material standard samples with different angles |
| CN103954499A (en) * | 2014-03-06 | 2014-07-30 | 重庆大学 | Rock confining pressure loading experiment device and experiment method |
| CN204402504U (en) * | 2014-12-17 | 2015-06-17 | 张进军 | A kind of tunnel steel form lining trolley |
| CN105277406A (en) * | 2015-11-03 | 2016-01-27 | 中国建筑股份有限公司 | Mold for producing cracked rock test piece of different dip angles and production method thereof |
| CN106501089A (en) * | 2016-09-23 | 2017-03-15 | 河海大学 | Simulate the experimental rig of concrete hydraulic fracture and method under high hydraulic pressure |
| CN207498908U (en) * | 2017-11-14 | 2018-06-15 | 长江勘测规划设计研究有限责任公司 | A kind of diversion tunnel vertical cyclindrical shape stopper structure pattern |
| CN108007756A (en) * | 2017-12-04 | 2018-05-08 | 中国石油大学(华东) | A kind of mould for the rock sample containing crack that Prestressing anchor pole is made based on pre-tensioning system |
| CN207823265U (en) * | 2017-12-22 | 2018-09-07 | 东莞金匠机电设备有限公司 | A kind of reciprocal spray-painting plant of sheet metal component |
| CN108344640A (en) * | 2018-02-12 | 2018-07-31 | 三峡大学 | A kind of device and method of simulation loop tunnel tire formula liner supporting structure stress |
| CN108644568A (en) * | 2018-07-23 | 2018-10-12 | 徐荣春 | A kind of fixed seat of adjustable motor angle |
Non-Patent Citations (1)
| Title |
|---|
| JINGWEI.ZHANG: "Pre-stressed Reinforcement and Security Analysis fo Tunel Lining with DIslocation and Cracks", 《APPLIED MECHANICS AND MATERIALS》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110146389A (en) * | 2019-04-26 | 2019-08-20 | 山东科技大学 | For analog force-heat-liquid coupling environment true triaxial direct shear test box and method |
| CN110146389B (en) * | 2019-04-26 | 2022-07-29 | 山东科技大学 | True triaxial direct shear test box and method for simulating force-heat-liquid coupling environment |
| CN112613210A (en) * | 2020-12-19 | 2021-04-06 | 中国科学院武汉岩土力学研究所 | Numerical solution method for shield subway tunnel rock stratum-lining stress deformation |
| CN112613210B (en) * | 2020-12-19 | 2021-11-12 | 中国科学院武汉岩土力学研究所 | Numerical solution method for shield subway tunnel rock stratum-lining stress deformation |
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