CN209485802U - The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer - Google Patents
The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer Download PDFInfo
- Publication number
- CN209485802U CN209485802U CN201821671996.9U CN201821671996U CN209485802U CN 209485802 U CN209485802 U CN 209485802U CN 201821671996 U CN201821671996 U CN 201821671996U CN 209485802 U CN209485802 U CN 209485802U
- Authority
- CN
- China
- Prior art keywords
- plate
- convex
- type
- fixed
- rear portion
- 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.)
- Withdrawn - After Issue
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 42
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 37
- 230000000452 restraining effect Effects 0.000 claims description 31
- 230000010354 integration Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000010410 layer Substances 0.000 description 36
- 239000000523 sample Substances 0.000 description 26
- 210000003608 fece Anatomy 0.000 description 11
- 239000011435 rock Substances 0.000 description 9
- 238000007906 compression Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 230000006835 compression Effects 0.000 description 4
- 239000011229 interlayer Substances 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 241000209140 Triticum Species 0.000 description 3
- 235000021307 Triticum Nutrition 0.000 description 3
- 235000013312 flour Nutrition 0.000 description 3
- 238000005070 sampling Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
A kind of integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer, the integrated apparatus includes top L-type plate, bottom L-type plate, front L-type plate, rear portion L-type plate, top convex plate, bottom convex plate, front convex plate, rear portion convex plate, left plate and load plate, right side plate, left side structure faceplate panels and right side structure faceplate panels.The utility model provides the integrated apparatus of production and the staight scissors test of a kind of structural plane containing weak intercalated layer, it not only can solve the production problem of weak intercalated layer, but also can solve the production mold of weak intercalated layer structural plane and the problem that the used shear box of direct shear test test is inconsistent.
Description
Technical field
The utility model relates to the structural plane of direct shear test production mold and the technical fields of test, especially containing weak folder
The integrated apparatus of structural plane production and the staight scissors test of layer.
Background technique
Structural plane has the influence of controlling, the especially weak structure containing weak intercalated layer to rock stability in engineering
Face.Weak structural face is that have certain thickness weak band in rock mass, have with the rock mass of adjacent two sides compared with high compression, it is low by force
The features such as degree, usually control the deformation and stability of rock mass.In actual engineering project, often caused by weak intercalated layer
Presence lead to Frequent Accidents, cause serious life and property loss, therefore, pass through direct shear test obtain knot containing weak intercalated layer
Structure face Research on Mechanical Properties is just particularly important.
Obtaining the rock mass discontinuity sample containing weak intercalated layer usually has two kinds of means of field condition sampling and indoor production.It is wild
Outer scene exists following insufficient when obtaining the protolith structural fece sample containing weak intercalated layer: 1) weak intercalated layer easily disturbs, it is difficult to obtain
Obtain the in situ rock mass structural fece sample containing weak intercalated layer consistent with live status；2) scene is difficult to obtain and contains weakness
The approximate consistent multiple groups sample of the protolith structure surface properties of interlayer can not obtain structural plane power by the direct shear test of multiple groups sample
Learn index；3) field sampling there are difficulty it is big, costly, the sampling period is long, risk is high the deficiencies of.Therefore, indoor production becomes
Obtain the important method of the sample of rock mass discontinuity containing weak intercalated layer.
In order to obtain weak structural face mechanics parameter, it usually needs two steps: 1) using the structure containing weak intercalated layer
Wheat flour contains the structural fece sample of weak intercalated layer as Mold Making；2) dismounting structure wheat flour makees mold, making containing soft
The structural fece sample of weak interlayer is put into corresponding shear box and carries out direct shear test test.Since above-mentioned two steps are respectively necessary for tying
Structure wheat flour, which makees mold and matched two covering device of shear box of direct shear test, could obtain the parameter of structure face mechanic containing weak intercalated layer, no
But complex procedures, and it is at high cost, test period is long.
Summary of the invention
In order to meet the requirement of the structural plane production containing weak intercalated layer and direct shear test test, the utility model is mentioned
The integrated apparatus for having supplied production and the staight scissors test of a kind of structural plane containing weak intercalated layer, not only can solve the production of weak intercalated layer
Problem, but also can solve the production mold of weak intercalated layer structural plane and direct shear test tests that used shear box is inconsistent to ask
Topic.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer, the integrated apparatus includes top
Portion's L-type plate, bottom L-type plate, front L-type plate, rear portion L-type plate, top convex plate, bottom convex plate, front convex plate, rear portion are convex
Template, left plate and load plate, right side plate, left side structure faceplate panels and right side structure faceplate panels；
The top L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Two pieces
The side of the top L-type plate is fixed on front L-type plate and rear portion L-type plate, and the top L-type plate is as integrated apparatus
The two end side panels at middle top；
The bottom L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Two pieces
The side of the front L-type plate and the side of two blocks of rear portion L-type plates are fixed on the L-type plate of bottom, and the bottom L-type plate is conduct
The two end side panels of bottom in integrated apparatus；
The front L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Two pieces
The front of the identical front L-type plate of size is fixed on the L-type plate of bottom；Front convex plate is fixed on the L-type plate of front；
Left side plate and top L-type plate are fixed on the L-type plate of front, front L-type plate is the both ends as integrated apparatus middle front part
Side plate；
The rear portion L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Two pieces
The front of the identical rear portion L-type plate of size is fixed on the L-type plate of bottom；Rear portion convex plate is being fixed on rear portion L-type plate just
On face；Left side plate and top L-type plate are fixed on the L-type plate of rear portion, and the rear portion L-type plate is as integrated apparatus middle and back
Two end side panels；
The top convex plate is the restraining plate that shape is " convex " font, and top convex plate side is fixed on front convex
On plate and rear portion convex plate, the top convex plate is the intermediate side plate as top in integrated apparatus；
The bottom convex plate is the restraining plate that shape is " convex " font, identical as top convex board size, is symmetrically put
It sets；Bottom convex plate side is fixed on front convex plate and rear portion convex plate, and bottom convex plate is as in integrated apparatus
The intermediate side plate of bottom；
The front convex plate is the restraining plate that shape is " convex " font, and front convex plate front is fixed on front L-type
On plate and rear portion L-type plate；Bottom convex plate is fixed on the convex plate front of front；Left and right sides structure faceplate panels and top are convex
Template is fixed on the convex plate of front, and the front convex plate is the intermediate side plate as integrated apparatus middle front part；
The rear portion convex plate is the restraining plate that shape is " convex " font, identical as front convex board size, is symmetrically put
It sets；Rear portion convex plate front is fixed on front L-type plate and rear portion L-type plate；Bottom convex plate is being fixed on rear portion convex plate just
On face；Left and right sides structure faceplate panels and top convex plate are fixed on the convex plate of rear portion, and the rear portion convex plate is as one
Body disguises the intermediate side plate for setting middle and back；
The left plate and load plate be integrated in be located at left side restraining plate, before the left plate is fixed on
On the L-type plate of rear portion；
The right side plate is located at the restraining plate on right side in being integrated, and the right side plate is fixed on front and rear part L-type
On plate.
The left side structure faceplate panels and right side structure faceplate panels are the structure faceplate panels in sample making course.
Further, there is top L-type plate fixed hole position in the top L-type plate side, by top L-type plate fixing bolt by two
L-type plate is fixed on front L-type plate and rear portion L-type plate at the top of block.
There is front and rear part L-type plate fixed hole position in the side the bottom LXing Ban, by front and rear part L-type plate fixing bolt by two pieces
Front L-type plate and two blocks of rear portion L-type plates are fixed on the L-type plate of bottom.
Further, there is front L-type plate fixed hole position in the front L-type plate front, passes through front and rear part L-type plate fixing bolt
The identical front L-type plate of two block sizes is fixed on the L-type plate of bottom；There are also front convex plate fixation holes in front L-type plate front
Front convex plate, is fixed on the L-type plate of front by position using front and rear part convex plate fixing bolt；There are also left and right on the L-type plate of front
Side plate fixed hole position and top L-type plate fixed hole position, are utilized respectively left side plate fixing bolt and top L-type plate fixing bolt will
Left side plate and top L-type plate are fixed on the L-type plate of front.
There is rear portion L-type plate fixed hole position in rear portion L-type plate front, by front and rear part L-type plate fixing bolt by two block size phases
Same rear portion L-type plate is fixed on the L-type plate of bottom；Rear portion L-type plate front utilizes front and rear part there are also rear portion convex plate fixed hole position
Rear portion convex plate is fixed on the L-type plate of rear portion by convex plate fixing bolt；On the L-type plate of rear portion there are also left side plate fixed hole position and
Top L-type plate fixed hole position is utilized respectively left side plate fixing bolt and top L-type plate fixing bolt for left side plate and top
L-type plate is fixed on the L-type plate of rear portion
Further, there is top convex plate fixed hole position in top convex plate side, will by top convex plate fixing bolt
Top convex plate is fixed on front and rear convex plate.
There is bottom convex plate fixed hole position in bottom convex plate side, by bottom convex plate fixing bolt by bottom convex plate
It is fixed on front and rear convex plate.
There is front convex plate fixed hole position in front convex plate front, by front and rear part convex plate fixing bolt by front convex
Plate is fixed on front L-type plate and rear portion L-type plate；Front convex plate front utilizes bottom there are also bottom convex plate fixed hole position
Bottom convex plate is fixed on the convex plate of front by convex plate fixing bolt；There are also structure faceplate panels fixation holes on the convex plate of front
Position and top convex plate fixed hole position, are utilized respectively structure faceplate panels fixing bolt and top convex plate fixing bolt will left and right two
Side structure faceplate panels and top convex plate are fixed on the convex plate of front.
There is rear portion convex plate fixed hole position in rear portion convex plate front, by front and rear part convex plate fixing bolt by rear portion convex
Plate is fixed on front L-type plate and rear portion L-type plate；Rear portion convex plate front utilizes bottom there are also bottom convex plate fixed hole position
Bottom convex plate is fixed on the convex plate of rear portion by convex plate fixing bolt；There are also structure faceplate panels fixation holes on the convex plate of rear portion
Position and top convex plate fixed hole position, are utilized respectively structure faceplate panels fixing bolt and top convex plate fixing bolt will left and right two
Side structure faceplate panels and top convex plate are fixed on the convex plate of rear portion.
In the left plate and load plate, it is fixed on the L-type plate of front and rear part using left side plate fixing bolt；Institute
In the right side plate stated, it is fixed on the L-type plate of front and rear part using left side plate fixing bolt.
The left side structure faceplate panels and right side structure faceplate panels top have the extension of " L " type, facilitate structure
The dismounting of faceplate panels.
The technical concept of the utility model are as follows: the utility model gives a kind of structural plane production containing weak intercalated layer and straight
Cut the integrated apparatus and operating method of test, can fast and easy complete to the production containing weak intercalated layer structural fece sample and
The test of direct shear test has many advantages, such as that easy to operate, effect is good, low cost, efficient quick.
The beneficial effects of the utility model are mainly manifested in:
(1) required structural plane form can be selected to complete the production of structural plane model for different structural planes；
(2) it can solve production integrated with the structural fece sample of weak intercalated layer；
(3) it solves the production mold of weak intercalated layer structural plane and the used shear box of direct shear test test is inconsistent asks
It is integrated to realize that the production containing weak intercalated layer structural fece sample is tested with staight scissors for topic.
(4) integrated mould of the used structural fece sample production of the utility model and test may be implemented in vertical compressed
Perfect rigidity constrains in journey, prevents weak intercalated layer from squeezing out；In shear history, sample can freely be cut completely in shear direction
It cuts, and other two sides are without constraint；
Detailed description of the invention
Fig. 1 is the top view of the utility model.
Fig. 2 is the front view of the utility model.
Fig. 3 is the left view of the utility model.
Fig. 4 is 1-1 sectional view in Fig. 1.
Fig. 5 is top view of the utility model in sample preparation and production weak intercalated layer.
Fig. 6 is front view of the utility model in sample preparation and production weak intercalated layer.
Fig. 7 is left view of the utility model in sample preparation and production weak intercalated layer.
Fig. 8 is 2-2 sectional view in Fig. 5.
Fig. 9 is top view of the utility model in compression process (arrow indicates compression direction in figure).
Figure 10 is front view of the utility model in compression process (arrow indicates compression direction in figure).
Figure 11 is left view of the utility model in compression process (arrow indicates compression direction in figure).
Figure 12 is top view of the utility model in shear history (arrow indicates shear direction in figure).
Figure 13 is front view of the utility model in shear history (arrow indicates shear direction in figure).
Figure 14 is left view of the utility model in shear history (arrow indicates shear direction in figure).
Figure 15 is the schematic diagram of structure faceplate panels.
Figure 16 is the top view of top L-type plate in the utility model.
Figure 17 is the front view of top L-type plate in the utility model.
Figure 18 is the left view of top L-type plate in the utility model.
Figure 19 is the top view of bottom L-type plate in the utility model.
Figure 20 is the front view of bottom L-type plate in the utility model.
Figure 21 is the left view of bottom L-type plate in the utility model.
Figure 22 is the top view of the utility model middle front part L-type plate.
Figure 23 is the front view of the utility model middle front part L-type plate.
Figure 24 is the left view of the utility model middle front part L-type plate.
Figure 25 is the top view of the utility model middle and back L-type plate.
Figure 26 is the front view of the utility model middle and back L-type plate.
Figure 27 is the left view of the utility model middle and back L-type plate.
Figure 28 is the top view of top convex plate in the utility model.
Figure 29 is the front view of top convex plate in the utility model.
Figure 30 is the left view of top convex plate in the utility model.
Figure 31 is the top view of bottom convex plate in the utility model.
Figure 32 is the front view of bottom convex plate in the utility model.
Figure 33 is the left view of bottom convex plate in the utility model.
Figure 34 is the top view of the utility model middle front part convex plate.
Figure 35 is the front view of the utility model middle front part convex plate.
Figure 36 is the left view of the utility model middle front part convex plate.
Figure 37 is the top view of the utility model middle and back convex plate.
Figure 38 is the front view of the utility model middle and back convex plate.
Figure 39 is the left view of the utility model middle and back convex plate.
Specific embodiment
The utility model is further described with reference to the accompanying drawing.
The integrated apparatus of referring to Fig.1~Figure 39, a kind of production of structural plane containing weak intercalated layer and staight scissors test, the one
Makeup is set including top L-type plate 11, bottom L-type plate 1, front L-type plate 2, rear portion L-type plate 3, top convex plate 12, bottom convex
Plate 6, front convex plate 4, rear portion convex plate 5, left plate and load plate 7, right side plate 8, left side structure faceplate panels 9, right side structure
Faceplate panels 10, front and rear part L-type plate fixing bolt 13, front and rear part convex plate fixing bolt 14, bottom convex plate fixing bolt 15, a left side
Right side plate fixing bolt 16, structure faceplate panels fixing bolt 17, top L-type plate fixing bolt 21, top convex plate fixing bolt
22。
The top L-type plate 11 is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed.Top
There is top L-type plate fixed hole position 1101 in L-type plate 11 side in portion's, by top L-type plate fixing bolt 21 by two blocks of top L-type plates 11
It is fixed on front L-type plate 2 and rear portion L-type plate 3.Top L-type plate 11 is the two end side panels as top in integrated apparatus.
The bottom L-type plate 1 is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed.Bottom
There is front and rear part L-type plate fixed hole position 101 in 1 side of L-type plate, by front and rear part L-type plate fixing bolt 13 by two blocks of front L-type plates 2
It is fixed on bottom L-type plate 1 with two blocks of rear portion L-type plates 3.Bottom L-type plate 1 is two end sides as bottom in integrated apparatus
Plate.
The front L-type plate 2 is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed.Front
There is front L-type plate fixed hole position 201 in 2 front of L-type plate, by front and rear part L-type plate fixing bolt 13 by two block sizes it is identical before
Portion's L-type plate 2 is fixed on bottom L-type plate 1；There are also front convex plate fixed hole positions 202 in front L-type plate 2 front, utilize front and rear part
Front convex plate 4 is fixed on front L-type plate 2 by convex plate fixing bolt 14；There are also left side plates to fix on front L-type plate 2
Hole location 203 and top L-type plate fixed hole position 204, are utilized respectively left side plate fixing bolt 16 and top L-type plate fixing bolt 21
Left side plate 7,8 and top L-type plate 11 are fixed on front L-type plate 2.Front L-type plate 2 is as integrated apparatus middle front part
Two end side panels.
The rear portion L-type plate 3 is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed.Rear portion
There is rear portion L-type plate fixed hole position 301 in 3 front of L-type plate, by front and rear part L-type plate fixing bolt 13 by two block sizes it is identical after
Portion's L-type plate 3 is fixed on bottom L-type plate 1；There are also rear portion convex plate fixed hole positions 302 in rear portion L-type plate 3 front, utilize front and rear part
Rear portion convex plate 5 is fixed on rear portion L-type plate 3 by convex plate fixing bolt 14；There are also left side plates to fix on rear portion L-type plate 3
Hole location 303 and top L-type plate fixed hole position 304, are utilized respectively left side plate fixing bolt 16 and top L-type plate fixing bolt 21
Left side plate 7,8 and top L-type plate 11 are fixed on rear portion L-type plate 3.Rear portion L-type plate 3 is as integrated apparatus middle and back
Two end side panels.
The top convex plate 12 is the restraining plate that shape is " convex " font.There is top convex in convex plate 12 side in top
Top convex plate 12 is fixed on front and rear convex plate 4 by top convex plate fixing bolt 22 by plate fixed hole position 1201
On 5.Top convex plate 12 is the intermediate side plate as top in integrated apparatus.
The bottom convex plate 6 is the restraining plate that shape is " convex " font, identical as top 12 sizes of convex plate, symmetrically
It places.There is bottom convex plate fixed hole position 601 in convex plate 6 side in bottom, by bottom convex plate fixing bolt 15 that bottom is convex
Template 6 is fixed on front and rear convex plate 4 and 5.Bottom convex plate 6 is the medial side as bottom in integrated apparatus
Plate.
The front convex plate 4 is the restraining plate that shape is " convex " font.There is front convex plate in convex plate 4 front in front
Front convex plate 4 is fixed on front L-type plate 2 and rear portion L-type by front and rear part convex plate fixing bolt 14 by fixed hole position 401
On plate 3；The front of front convex plate 4 is there are also bottom convex plate fixed hole position 402, using bottom convex plate fixing bolt 15 by bottom
Convex plate 6 is fixed on front convex plate 4；There are also structure faceplate panels fixed hole position 403 and top convex plates on front convex plate 4
Fixed hole position 404 is utilized respectively structure faceplate panels fixing bolt 17 and top convex plate fixing bolt 22 for left and right sides structure
Faceplate panels 7,8 and top convex plate 12 are fixed on front convex plate 4.Front convex plate 4 is as integrated apparatus middle front part
Intermediate side plate.
The rear portion convex plate 5 is the restraining plate that shape is " convex " font, identical as front 4 sizes of convex plate, symmetrically
It places.There is rear portion convex plate fixed hole position 501 in convex plate 5 front in rear portion, by front and rear part convex plate fixing bolt 14 by rear portion
Convex plate 5 is fixed on front L-type plate 2 and rear portion L-type plate 3；There are also bottom convex plate fixed hole positions in rear portion convex plate 5 front
502, bottom convex plate 6 is fixed on rear portion convex plate 5 using bottom convex plate fixing bolt 15；On rear portion convex plate 5 also
There are structure faceplate panels fixed hole position 503 and top convex plate fixed hole position 504, is utilized respectively 17 He of structure faceplate panels fixing bolt
Left and right sides structure faceplate panels 7,8 and top convex plate 12 are fixed on rear portion convex plate 5 by top convex plate fixing bolt 22.
Rear portion convex plate 5 is the intermediate side plate as integrated apparatus middle and back.
The left plate and load plate 7 be integrated in be located at left side restraining plate, fixed using left side plate
Bolt 16 is fixed on front and rear part L-type plate 2 and 3.Left plate 7 early period device assembling process and sample preparation, filling it is weak
Restraining plate when interlayer as left side serves as the effect of load plate during compressor shearing.
The right side plate 8 be integrated in be located at right side restraining plate, utilize left side plate fixing bolt 16 will
It is fixed on front and rear part L-type plate 2 and 3.
The left side structure faceplate panels 9 and right side structure faceplate panels 10 be sample making course in structure faceplate panels, two
Block structure faceplate panels top has the extension of " L " type, facilitates the dismounting of structure faceplate panels.
Now for making the structural plane containing weak intercalated layer, size is 100mm × 100mm × 210mm
Sample, weak interbed 10mm, is described with reference to the accompanying drawings the embodiments of the present invention:
(1) structural plane panel form is selected.It is required according to experimental test, selects corresponding construction faceplate panels pattern.
(2) placement of bottom L-type plate 1.Two blocks of bottom L-type plates 1 are placed on levelling ground.
(3) installation of front L-type plate 2 and rear portion L-type plate 3.Two blocks of front L-type plates 2 and two blocks of rear portion L-type plates 3 are passed through
Front and rear part L-type plate fixing bolt 13 is fixed on the two blocks of bottom L-type plates 1 placed.
(4) installation of front convex plate 4 and rear portion convex plate 5.Front convex plate 4 and rear portion convex plate 5 are passed through into front and back
Portion's convex plate fixing bolt 14 is fixed on front L-type plate 2 and rear portion L-type plate 3.
(5) installation of bottom convex plate 6.Bottom convex plate 6 is fixed on front by bottom convex plate fixing bolt 15
On rear portion convex plate 4 and 5.
(6) installation of left side plate 7 and 8.Two blocks of left and right side plate 7 and 8 is fixed on by left side plate fixing bolt 16
On front and rear L-type plate 2 and 3.
(7) installation of two block structure faceplate panels 9 and 10 of left and right.Two block structure faceplate panels 9 and 10 of left and right are passed through into structural plane
Panel fixing bolt 17 is fixed on front and rear convex plate 4 and 5.
(8) coating release agent.A coating film agent is applied in the inner surface of assembled integrated apparatus, facilitates the dismounting of device.
(9) sample material is poured.Corresponding rock simulation material is poured into assembled integrated apparatus.
(10) sample vibration compacting and floating processing.The integrated apparatus for having poured rock simulation material vibrate close
It is real, floating processing in surface is carried out after vibration.
(11) dismounting structure faceplate panels.The sample poured is conserved together with integrated apparatus to initial setting strength, it will
Two block structure faceplate panels of left and right are removed.
(12) weak intercalated layer material 19 is poured.Prepared weak intercalated layer material 19 is poured between structure faceplate panels
In gap.
(13) 19 vibration compacting of weak intercalated layer and floating processing.To pour the integrated apparatus of weak intercalated layer material 19 into
Row vibratory compaction carries out surface floating processing after vibration.
(14) it conserves.By with integrated apparatus and structural fece sample containing weak intercalated layer be put into dedicated fog room into
Row maintenance.
(15) installation of top L-type plate 11.Top L-type plate 11 is fixed on front by top L-type plate fixing bolt 21
On rear portion L-type plate 2 and 3.
(16) installation of top convex plate 12.Before top convex plate 12 is fixed on by top convex plate fixing bolt 22
In portion and rear portion convex plate 4 and 5.
(17) realization of vertical loading procedure.By the integrated apparatus erect of the structural fece sample containing weak intercalated layer
Come, and left plate 7 will be placed on above as top loading surface, and then whole device is put on direct shear test machine, then will
The fixing bolt of left plate 7 is removed, and is then vertically loaded according to the vertical stress size of live structural plane, until vertical become
Shape is stablized, and corresponding vertical load and vertical deformation are recorded.
(18) realization of shear history.Before shearing, by top and bottom convex plate 6 and 12, front and rear convex plate 4
It is removed with 5, exposes the shear surface of weak intercalated layer 19, the fixation in dish structure face 18 is then carried out, then to lower disc face 20
Apply horizontal loading, until generation shear surface destroys, test process is terminated, and records corresponding horizontal direction load and tangential change
Shape.
(19) the structural plane form in step (1) is replaced, repetition step (2)-(18) can be achieved different types of containing soft
The production of weak interlayer structural fece sample and staight scissors test.
Claims (10)
1. a kind of integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer, which is characterized in that the integration
Device includes that top L-type plate, bottom L-type plate, front L-type plate, rear portion L-type plate, top convex plate, bottom convex plate, front are convex
Template, rear portion convex plate, left plate and load plate, right side plate, left side structure faceplate panels and right side structure faceplate panels；
The top L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Described in two pieces
The side of top L-type plate is fixed on front L-type plate and rear portion L-type plate, and the top L-type plate is pushed up as in integrated apparatus
The two end side panels in portion；
The bottom L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Described in two pieces
The side of front L-type plate and the side of two blocks of rear portion L-type plates are fixed on the L-type plate of bottom, and the bottom L-type plate is as one
The two end side panels of middle bottom are set in makeup；
The front L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Two block sizes
The front of the identical front L-type plate is fixed on the L-type plate of bottom；Front convex plate is fixed on the L-type plate of front；It will be left
Right side plate and top L-type plate are fixed on the L-type plate of front, and front L-type plate is the two end side panels as integrated apparatus middle front part；
The rear portion L-type plate is the restraining plate that shape is "L" shaped, has two pieces, size is identical, symmetrically placed；Two block sizes
The front of the identical rear portion L-type plate is fixed on the L-type plate of bottom；Rear portion convex plate is fixed on the front of rear portion L-type plate；
Left side plate and top L-type plate are fixed on the L-type plate of rear portion, and the rear portion L-type plate is two as integrated apparatus middle and back
End side plate；
The top convex plate be shape be " convex " font restraining plate, top convex plate side be fixed on front convex plate and
On the convex plate of rear portion, the top convex plate is the intermediate side plate as top in integrated apparatus；
The bottom convex plate is the restraining plate that shape is " convex " font, identical as top convex board size, symmetrically placed；Bottom
Portion convex plate side is fixed on front convex plate and rear portion convex plate, and bottom convex plate is as bottom in integrated apparatus
Intermediate side plate；
The front convex plate be shape be " convex " font restraining plate, front convex plate front be fixed on front L-type plate and
On the L-type plate of rear portion；Bottom convex plate is fixed on the convex plate front of front；By left and right sides structure faceplate panels and top convex plate
It is fixed on the convex plate of front, the front convex plate is the intermediate side plate as integrated apparatus middle front part；
The rear portion convex plate is the restraining plate that shape is " convex " font, identical as front convex board size, symmetrically placed；Afterwards
Portion convex plate front is fixed on front L-type plate and rear portion L-type plate；Bottom convex plate is fixed on the front of rear portion convex plate；
Left and right sides structure faceplate panels and top convex plate are fixed on the convex plate of rear portion, and the rear portion convex plate is as integrated makeup
Set the intermediate side plate of middle and back；
The left plate and load plate is located at the restraining plate in left side in being integrated, and the left plate is fixed on front and rear part
On L-type plate；
The right side plate is located at the restraining plate on right side in being integrated, and the right side plate is fixed on the L-type plate of front and rear part；
The left side structure faceplate panels and right side structure faceplate panels are the structure faceplate panels in sample making course.
2. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test, feature exist as described in claim 1
There is top L-type plate fixed hole position in, the top L-type plate side, by top L-type plate fixing bolt by two blocks of top L-type plates
It is fixed on front L-type plate and rear portion L-type plate.
3. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, there is front and rear part L-type plate fixed hole position in the side the bottom LXing Ban, by front and rear part L-type plate fixing bolt by two pieces of fronts
L-type plate and two blocks of rear portion L-type plates are fixed on the L-type plate of bottom.
4. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, there is front L-type plate fixed hole position in the front L-type plate front, by front and rear part L-type plate fixing bolt by two block size phases
Same front L-type plate is fixed on the L-type plate of bottom；Front L-type plate front utilizes front and rear part there are also front convex plate fixed hole position
Front convex plate is fixed on the L-type plate of front by convex plate fixing bolt；On the L-type plate of front there are also left side plate fixed hole position and
Top L-type plate fixed hole position is utilized respectively left side plate fixing bolt and top L-type plate fixing bolt for left side plate and top
L-type plate is fixed on the L-type plate of front.
5. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, there is rear portion L-type plate fixed hole position in rear portion L-type plate front, by front and rear part L-type plate fixing bolt that two block sizes are identical
Rear portion L-type plate is fixed on the L-type plate of bottom；Rear portion L-type plate front utilizes front and rear part convex there are also rear portion convex plate fixed hole position
Rear portion convex plate is fixed on the L-type plate of rear portion by plate fixing bolt；There are also left side plate fixed hole position and tops on the L-type plate of rear portion
L-type plate fixed hole position is utilized respectively left side plate fixing bolt and top L-type plate fixing bolt for left side plate and top L-type
Plate is fixed on the L-type plate of rear portion further, and there is top convex plate fixed hole position in top convex plate side, passes through top convex plate
Top convex plate is fixed on front and rear convex plate by fixing bolt.
6. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, there is bottom convex plate fixed hole position in bottom convex plate side, is consolidated bottom convex plate by bottom convex plate fixing bolt
It is scheduled on front and rear convex plate.There is front convex plate fixed hole position in front convex plate front, solid by front and rear part convex plate
Determine bolt front convex plate is fixed on front L-type plate and rear portion L-type plate；There are also bottom convex plates to consolidate in front convex plate front
Determine hole location, bottom convex plate is fixed on the convex plate of front using bottom convex plate fixing bolt；On the convex plate of front also
Structure faceplate panels fixed hole position and top convex plate fixed hole position, are utilized respectively structure faceplate panels fixing bolt and top convex plate
Left and right sides structure faceplate panels and top convex plate are fixed on the convex plate of front by fixing bolt.
7. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, there is rear portion convex plate fixed hole position in rear portion convex plate front, by front and rear part convex plate fixing bolt by rear portion convex plate
It is fixed on front L-type plate and rear portion L-type plate；Rear portion convex plate front is convex using bottom there are also bottom convex plate fixed hole position
Bottom convex plate is fixed on the convex plate of rear portion by template fixing bolt；There are also structure faceplate panels fixed hole positions on the convex plate of rear portion
With top convex plate fixed hole position, structure faceplate panels fixing bolt and top convex plate fixing bolt are utilized respectively by the left and right sides
Structure faceplate panels and top convex plate are fixed on the convex plate of rear portion.
8. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, in the left plate and load plate, is fixed on the L-type plate of front and rear part using left side plate fixing bolt.
9. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, feature
It is, in the right side plate, is fixed on the L-type plate of front and rear part using left side plate fixing bolt.
10. the integrated apparatus of the structural plane production containing weak intercalated layer and staight scissors test as claimed in claim 1 or 2, special
Sign is, the left side structure faceplate panels and right side structure faceplate panels top have the extension of " L " type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821671996.9U CN209485802U (en) | 2018-10-16 | 2018-10-16 | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821671996.9U CN209485802U (en) | 2018-10-16 | 2018-10-16 | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209485802U true CN209485802U (en) | 2019-10-11 |
Family
ID=68114245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821671996.9U Withdrawn - After Issue CN209485802U (en) | 2018-10-16 | 2018-10-16 | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209485802U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109297779A (en) * | 2018-10-16 | 2019-02-01 | 浙江科技学院 | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer |
-
2018
- 2018-10-16 CN CN201821671996.9U patent/CN209485802U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109297779A (en) * | 2018-10-16 | 2019-02-01 | 浙江科技学院 | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer |
| CN109297779B (en) * | 2018-10-16 | 2023-11-21 | 浙江科技学院 | Integrated device for manufacturing structural surface with weak interlayer and directly shearing test |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Yang et al. | Failure behavior and crack evolution mechanism of a non-persistent jointed rock mass containing a circular hole | |
| CN105277406B (en) | Mould for making different angle class fissure rock test specimen and preparation method thereof | |
| CN103645081B (en) | Sawtooth-shaped structure surface sample making mould with adjustable angle and size and using method | |
| CN207717470U (en) | A kind of experiment of Seepage-stress coupling is containing the producing device through crack rocks test specimen | |
| CN109507024A (en) | A kind of structural plane production and staight scissors test method containing weak intercalated layer | |
| CN105973802A (en) | Anchor rod-slurry-surrounding rock bonding strength testing method | |
| CN206057056U (en) | A kind of instrument for making the prefabricated crack of concrete test block | |
| CN209485802U (en) | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer | |
| CN105606466B (en) | A kind of multi-functional shear box for analog material structure face direct shear test | |
| CN109520793A (en) | A kind of adjustable weak intercalated layer production method of the thickness of existing protolith structural plane | |
| CN109342163A (en) | Structural plane model containing weak intercalated layer makes mold | |
| CN109507023A (en) | It is a kind of containing weak intercalated layer and with a variety of lateral confinement constraint types integral structure surface model production method | |
| CN109297779A (en) | The integrated apparatus of structural plane production and staight scissors test containing weak intercalated layer | |
| CN110057636B (en) | Mould for manufacturing rock sample with anchor rod and crack and manufacturing method of rock sample | |
| CN109507025A (en) | It is a kind of containing weak intercalated layer and thickness is adjustable and the production method of the structural fece sample of rigid constraint | |
| CN107860665B (en) | Testing method for rigid-flexible composite pavement structure track | |
| CN106354965A (en) | Finite element analysis method of residual strength of laminated board containing layered composite material | |
| CN209485836U (en) | Structural plane model containing weak intercalated layer makes mold | |
| CN209432568U (en) | Containing weak intercalated layer and thickness is adjustable and the structural plane model of rigid constraint makes mold | |
| CN106769284B (en) | A method of based on cement mortar material preparation crack cube model containing closure | |
| CN209485803U (en) | The corollary apparatus of weak intercalated layer production and direct shear test is adjusted in the thickness of existing protolith structural plane | |
| CN112147314B (en) | Indoor molding-based nondestructive separation method for interlayer interface of asphalt pavement structure | |
| CN105784506A (en) | Pre-applied shearing strength test piece, preparation device and preparation method for test piece and splitting test method | |
| CN114166613A (en) | Device and method for quickly manufacturing fractured rock samples in pressure environment | |
| CN209841491U (en) | Clay sample cutting die with inclined deposition surface |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20191011 Effective date of abandoning: 20231121 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20191011 Effective date of abandoning: 20231121 |