CN106568627A - Anti-seepage integrated-molding production method of coincided rock structural plane - Google Patents
Anti-seepage integrated-molding production method of coincided rock structural plane Download PDFInfo
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- CN106568627A CN106568627A CN201610910953.0A CN201610910953A CN106568627A CN 106568627 A CN106568627 A CN 106568627A CN 201610910953 A CN201610910953 A CN 201610910953A CN 106568627 A CN106568627 A CN 106568627A
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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
Abstract
The invention relates to an anti-seepage integrated-molding production method of a coincided rock structural plane. The anti-seepage integrated-molding production method comprises: 1) selecting the shape of a built-in structural plane template, and selecting the structural plane template according to test requirements; 2) assembling the built-in structural plane template; 3) arranging the assembled built-in structural plane template on the middle portion of a bottom plate; 4) assembling a left-rear L-shaped side plate, a right-front L-shaped side plate and the bottom plate; 5) coating a demolding agent; 6) casting a material; 7) carrying out jolt ramming; 8) disassembling a mold, wherein the structural plane production mold is disassembled after the structural plane sample being subjected to the jolt ramming is subjected to standing curing until the curing requirement is met; 9) curing, wherein the structural plane upper disk and the structural plane lower disk after the mold disassembling are placed into a special curing chamber, and conventional curing is performed; and 10) after completing the curing, taking the structural plane sample upper disk and the structural plane sample lower disk out of the curing chamber, and assembling the structural plane upper disk and the structural plane lower disk to form the coincided structural plane sample, wherein the lower disk is assembled on the lower portion, and the upper disk is assembled on the upper portion. According to the present invention, the anti-seepage integrated-molding production method has advantages of good sealing property, high upper disk and lower disk coinciding degree, integrated molding, and short assembling period.
Description
Technical field
The present invention relates to a kind of identical rock structural face can antiseepage global formation manufacture method, it is adaptable to it is different types of
The making of anastomotic structures face upper lower burrs sample, belongs to field of engineering technology.
Background technology
Rock structural face is the requirement of test structure face mechanics parameters, to make anastomotic structures face and be accomplished by phase
The making mould answered and manufacture method.
In terms of existing making mould, the patent of Patent No. 2009101549602 gives direct shear test structural plane
The making mould of model, including upper disk mould, lower wall mould and alignment pin, upper disk mould is located on lower wall mould, upper disk
The side plate bottom surface of mould is provided with the alignment pin for realizing disk mould and lower wall mould centering, and upper disk mould includes upper front side
Plate, upper left side plate, upper back side panel and upper right side panel, cavity shape and upper dish structure surface model to be produced that upper disk mould is formed
Matching, anepisternite is fixedly connected with upper left side plate, upper right side panel, and upper back side panel is fixedly connected with upper left side plate, upper right side panel；
Lower wall mould include lower front side board, lower left plate, hypopleuron and lower right plate, lower wall mould formed cavity shape with wait to make
The lower disc surface model matching of work, lower front side board is fixedly connected with lower left plate, lower right plate, hypopleuron and lower left side
Plate, lower right plate are fixedly connected.
In terms of manufacture method, the patent of Patent No. 2009101549602 gives a kind of direct shear test structural plane mould
The manufacture method of type, i.e., first then lower mould is placed on the selection of original state structural plane to the selection and process of protolith structural plane
On position, the compound for stirring is poured in lower mould, after conserving, lower disc is interviewed sample together with lower mould
Overturn together, and used isolation membrane removal on obtained lower disc face, isolating membrane is spread again, by upper die pair
In be placed in lower mould, the compound that load weighted raw material stirs is poured in upper die again, finally carry out
The demoulding is processed.
Although the existing mould and manufacture method patent of making of above-mentioned two can realize rock structural face upper lower burrs of coincideing
Make, but also exist following not enough：
1) sealing is poor.Due to the poor sealing of each part connection of existing making mould, material is being simulated
When material is poured into a mould, vibrates and conserve, simulation material can ooze out from the gap of mold portions junction, cause to make structural plane
Size and effect can not well meet requirement, and can cause waste of raw materials due to spillage, and cleaning is difficult.
2) complicated, time length and can not integral manufacturing simultaneously is assembled.Due to each part of existing mould it is excessive, assembly program
Complexity, manufacturing process is complicated and can not integral manufacturing simultaneously.Structural plane upper lower burrs sample is not disposable integral manufacturing, structural plane
The making of upper lower burrs sample needs to be divided to two operations of disk sample and lower wall sample and makes according to sequencing, it is impossible to while whole
System is made, and complex procedures, fabrication cycle is long.
3) goodness of fit in upper and lower dish structure face has deviation.Upper dish structure faceplate panels and lower disc faceplate panels are by two pieces
Plate is combined, and is not an entirety, but is obtained by connecting assembly, can there is a certain degree of deviation.
The content of the invention
In order to the sealing for overcoming anastomotic structures face upper lower burrs to make is poor, assembling it is complicated, can not at the same integral manufacturing, on
A difficult problem for lower disc face goodness of fit difference, the invention provides a kind of good airproof performance, upper lower burrs goodness of fit height, global formation, group
Dress cycle is short identical rock structural face can antiseepage global formation manufacture method.
The technical solution adopted for the present invention to solve the technical problems is：
A kind of identical rock structural face can antiseepage global formation manufacture method, comprise the steps：
1) embedding structure face die plate pattern is selected, is required according to experimental test, select structure face die plate；
2) assembling of embedding structure face die plate
Forward and backward fixed flat planar is connected to into the rear ends of structure face die plate, and only needs to be connected in above and below
Connect, structural plane bottom fixed flat planar is connected to into the bottom of structure face die plate, complete the assembling of embedding structure face die plate；
3) the embedding structure face die plate for assembling is arranged on into base plate middle part；
4) assembling of left back L-type side plate, right front L-type side plate and base plate；
5) coating release agent：Installation needs to apply one layer of releasing agent in the making mould inner surface for assembling after terminating, and is easy to take off
Mould；
6) mould material：Corresponding rock simulation material is poured into a mould in mounted making mould, it is desirable to the simulation of cast
Material is highly higher than mold height；
7) jolt ramming：The mould that is poured in rock simulation material will be poured to be put on vibration table, vibratory compaction is carried out, after vibration terminates
The floating process in surface need to be carried out；
8) form removal：Structural fece sample after vibratory compaction is stood into maintenance to reach after curing requirements, dismounting structure face makes
Mould；
9) conserve：Disk and structural plane lower wall on the structural plane after mould will be removed be put into special maintenance interior carries out conventional supporting
Shield；
10) structural plane upper lower burrs assembling：After the completion of maintenance, by disk on structural fece sample and lower wall from the indoor taking-up of maintenance,
By lower wall in upper and lower disk in the upper assembling for carrying out structural plane upper lower burrs, anastomotic structures interview sample is formed.
Further, realize the manufacture method making mould include base plate, left back L-type side plate, it is right before L-type side plate and built-in
Structure face die plate, the embedding structure face die plate includes forward and backward fixed flat planar, bottom fixed flat planar and structure face die plate, institute
The structural plane surface topography that structure face die plate has required making is stated, top surface centre position and knot on the bottom fixed flat planar
Structure face die plate is attached, and forward and backward fixed flat planar front side respectively with structure face die plate, rear side are connected；The built-in knot
Structure face die plate is detachably connected to the middle part of the base plate, the forward and backward side of the forward and backward fixed flat planar and left back L-type side
Plate and right front L-type side plate are detachably connected；
The left back L-type side plate is with right front L-type side plate detachable connection and forms the die cavity poured into a mould for mould material, institute
Embedding structure face die plate is stated positioned at the middle part of die cavity.
Further, the base plate is the platy structure that surrounding and middle part are provided with draw-in groove, and the draw-in groove of surrounding is used to place a left side
Afterwards L-type plate and it is right before L-type plate, the draw-in groove at middle part is presented a kind of convex shape, for placing embedding structure face die plate；
The step 3) in, it is complete in being inserted into base plate by the embedding structure face die plate for assembling along base plate middle part draw-in groove
Into the installation of embedding structure face die plate.
Further, the left back L-type side plate is formed by left plate and rear side plate weld, and the left side of left plate is with after
The right-hand member medium position of side plate be welded with U-shaped abaculus, and the abaculus at back side panel containing shank of bolt rotary shaft, shank of bolt and
Nut, for fixing left back L-type side plate with right front L-type side plate, the left plate front end face of the left back L-type side plate is provided with draw-in groove,
Strip abaculus before for placing the right side on the front side board left side of L-type plate, in the back side panel leading flank of the left back L-type side plate
Position has installed draw-in groove, for placing embedding structure face die plate；
2 run through bolt holes are left in the draw-in groove of the back side panel of the left back L-type side plate, for fixing embedding structure face mould
Plate, right end position has strip abaculus before the back side panel of the left back L-type side plate, for being placed on the right side before L-type side plate the right side
In the draw-in groove of side plate rear end face, there is water at lower position in the left plate right flank and back side panel leading flank of the left back L-type side plate
Put down to strip abaculus, for being connected with the draw-in groove of base plate surrounding；
It is described it is right before L-type side plate be to be formed by right plate and front side plate weld, the right side of right plate and a left side for front side board
End medium position is welded with U-shaped abaculus, and the abaculus at front side board containing shank of bolt rotary shaft, shank of bolt and nut, is used
L-type side plate and left back L-type side plate before the fixed right side, the right plate rear end face of the right front L-type side plate leaves draw-in groove, for placing
Strip abaculus on the back side panel front end face of left back L-type plate, the front side board trailing flank medium position of the right front L-type side plate sets
There is draw-in groove, for placing built-in anastomotic structures face die plate, leave 2 in the draw-in groove of the front side board of the right front L-type side plate and run through
Bolt hole, for fixing embedding structure face die plate, the front side board trailing flank of the right front L-type side plate has strip abaculus, is used for
In being placed on the draw-in groove of the left plate front end face of left back L-type side plate, the right plate left surface and front side board of the right front L-type side plate
There is level to strip abaculus at lower position in trailing flank, for being connected with the draw-in groove of base plate surrounding；
The step 4) in, the level of left back L-type side plate is first put into the card of base plate left side and rear side to strip abaculus
In groove, and the rear side fixed plate of embedding structure face die plate is set to be positioned in the draw-in groove of left back L-type side plate back side panel, then by L before the right side
The level of type side plate to strip abaculus aligns with the draw-in groove on base plate right side and front side, and consolidates the front side of embedding structure face die plate
Fixed board is positioned over before the right side in the draw-in groove of L-type side plate front side board, while ensureing that the vertical abaculus on left back L-type side plate back side panel is placed
Vertical draw-in groove on L-type side plate right plate before the right side, the vertical abaculus on right front L-type side plate front side board is positioned over left back L-type side
Vertical draw-in groove on plate left plate, then swivel bolt bar and tightening nuts, embedding structure faceplate panels of finally screwing on are consolidated with side plate
Determine screw, complete the assembling of left back L-type side plate, right front L-type side plate and base plate.
The step 8) in, during form removal, first by the screw on left back L-type side plate back side panel and right front L-type side plate front side board
All turn on, then turn on nut, swivel bolt bar removes left back L-type side plate, right front L-type side plate, then by structural plane
Disk and lower wall take out respectively, finally remove embedding structure face die plate from along base tub from side, complete the dismounting of mould.
Beneficial effects of the present invention are mainly manifested in：
(1) mould overall tightness is good.Simulation material cast, vibrate and maintenance processes in prevent simulation material from mould
Seepage in the gap of all parts junction, causes the size for making structural plane and effect well to meet requirement, and
Waste of raw materials can be caused due to spillage, cleaning is difficult.
(2) the simple, time is assembled short and can integral manufacturing.The each part of mould has a style of one's own, and is fixed by the bolt being connected,
Assembling procedure is simple.Upper disk sample and lower wall sample are capable of achieving integral manufacturing simultaneously.
(3) goodness of fit is excellent.Because upper lower burrs structural plane is made by same steel plate, the left and right face of this block steel plate is
The upper and lower disk in anastomotic structures face, therefore, make the structural fece sample upper lower burrs goodness of fit excellent.
Description of the drawings
Fig. 1 is mould top view.
Fig. 2 is mould front view.
Fig. 3 is mould left view.
Fig. 4 is the left back L-type side plate top view of mould.
Fig. 5 is the left back L-type side plate front view of mould.
Fig. 6 is the left back L-type side plate right view of mould.
Fig. 7 is the left back L-type side plate graphics of mould (without abaculus).
Fig. 8 is die bottom plate top view.
Fig. 9 is die bottom plate front view.
Figure 10 is die bottom plate left view.
Figure 11 is mould embedding structure face die plate top view.
Figure 12 is mould embedding structure face die plate front view.
Figure 13 is mould embedding structure face die plate left view.
Figure 14 is single structure face die plate front view.
Figure 15 is disk Sample A on saw-tooth-type structures face, the identical profile of lower wall sample B.
Specific embodiment
Below in conjunction with the accompanying drawings the invention will be further described.
With reference to Fig. 1～Figure 15, a kind of quick antiseepage manufacture method of identical rock structural face upper lower burrs, including following step
Suddenly：
1) the built-in pattern of anastomotic structures face die plate 401 is selected.Required according to experimental test, select corresponding structure face die plate
(upper dish structure face and lower disc face are same plates).
2) assembling of embedding structure face die plate 4.The forward and backward fixed flat planar 402 of structural plane is connected to into structure face die plate
401 rear ends, it is only necessary to be attached in above and below, by structural plane bottom fixed board 403 structure face die plate is connected to
401 bottoms, and make structure face die plate 401 in an intermediate position, complete the assembling of embedding structure face die plate 4.
3) installation of embedding structure face die plate 4.By the embedding structure face die plate 4 for assembling along the middle part draw-in groove 101 of base plate 1,
In being inserted into base plate 1, the installation of embedding structure face die plate 4 is completed.
4) assembling of left back L-type side plate 2, right front L-type side plate 3 and base plate 1.First by the level of left back L-type side plate 2 to strip
Shape abaculus 203 is put in the draw-in groove 102 of the left side of base plate 1 and rear side, and makes the rear side fixed plate 402 of embedding structure face die plate 4 firm
In being positioned over the draw-in groove 201 of the rear back side panel of L-type side plate 2 well, then the level of L-type side plate 3 before the right side is placed to strip abaculus 303
In the draw-in groove 102 of base plate right side and front side, and the anterior planting 402 of embedding structure face die plate 4 is set just to be positioned over L before the right side
In the draw-in groove 301 of the front side board of type side plate 3, while ensureing that the vertical abaculus 202 on left back L-type side plate back side panel is positioned over L before the right side
Vertical draw-in groove 304 on type side plate right plate, the vertical abaculus 302 on right front L-type side plate front side board is positioned over left back L-type side plate
Vertical draw-in groove 204 on left plate, then swivel bolt bar 8 and tightening nuts 6, finally screw on embedding structure faceplate panels and side plate
Fixed screw 9, completes the assembling of left back L-type side plate 2, right front L-type side plate 3 and base plate 1.
5) coating release agent.Installation needs to apply one layer of releasing agent in the making mould inner surface for assembling after terminating, and is easy to take off
Mould；
6) mould material.Corresponding rock simulation material is poured into a mould to making in mould, it is desirable to the simulation material height of cast
Slightly above mold height.
7) jolt ramming.To pour and be poured in the mould of rock simulation material and be put on special vibrating platform, carry out vibratory compaction, vibration knot
Shu Houxu carries out the floating process in surface.
8) form removal.After structural fece sample after vibratory compaction is reached after curing requirements, dismounting structure face makes mould.Tear open
During mould, first the embedding structure face die plate on the left back back side panel of L-type side plate 2 and right front L-type side plate front side board 3 is fixed into spiral shell with side plate
Silk 9 is all turned on, and then turns on nut 6, and left back L-type side plate 2, right front L-type side plate 3 are removed, then will by swivel bolt bar 8
Disk A and lower wall B take out respectively on structural plane, finally remove embedding structure face die plate from along base tub from side, complete mould
The dismounting of tool.
9) conserve.Disk A and structural plane lower wall B on the structural plane after mould will be removed be put into special maintenance interior carries out routine
Maintenance.
10) structural plane upper lower burrs assembling.After the completion of maintenance, disk A on structural fece sample and lower wall B is taken from maintenance interior
Go out, by lower wall in upper and lower disk in the upper assembling for carrying out structural plane upper lower burrs, form anastomotic structures interview sample.
11) exchonge step 1) in embedding structure face die plate be capable of achieving the making that different types of anastomotic structures interview sample.
The quick antiseepage of the identical rock structural face upper lower burrs of the present embodiment makes mould, including base plate 1, left back L-type side
Plate 2, right front L-type side plate 3, embedding structure face die plate 4, U-shaped abaculus 5, nut 6, shank of bolt rotary shaft 7, shank of bolt 8 and built-in knot
Structure face die plate and side plate fixed screw 9；
The base plate 1 is the platy structure that draw-in groove is left at surrounding and middle part, and the draw-in groove 102 of surrounding is used to place left back L-type
Plate and right front L-type plate, the convex shape draw-in groove 101 at middle part is used to place embedding structure face die plate 4.
The left back L-type side plate 2 is formed by left plate and rear side plate weld, and the left side of left plate is anterior and back side panel
Right side medium position is welded with U-shaped abaculus 5, and the abaculus at back side panel and contains shank of bolt rotary shaft 7, shank of bolt 8 and spiral shell
Cap 6, for fixing left back L-type side plate 2 and right front L-type side plate 3, the left plate front end face of the left back L-type side plate 2 is provided with draw-in groove
204, for placing the right side before L-type plate 3 front side board left side on strip abaculus 302, the rear side of the left back L-type side plate 2
Plate forward, central part position is provided with draw-in groove 201, for placing embedding structure face die plate 4, before the back side panel of the left back L-type side plate 2
2 run through bolt holes 205 are left in the draw-in groove 201 in face, for fixing embedding structure face die plate 4, the left back L-type side plate 2
Right end position leaves strip abaculus 202 before back side panel, for being placed on the right side before L-type side plate 3 right plate rear end face card
304 in groove, before the left plate right side of the left back L-type side plate 2 and back side panel in leave level at lower position embedding to strip
Block 203, for being connected with the draw-in groove 102 of the surrounding of base plate 1.
The right front L-type side plate 3 is formed by right plate and front side plate weld, and the right side of right plate is anterior and front side board
Left side medium position is welded with U-shaped abaculus 5, and the abaculus at front side board and contains shank of bolt rotary shaft 7, shank of bolt 8 and spiral shell
Cap 6, for fixed right front L-type side plate 3 and left back L-type side plate 2, the right plate rear end face of the right front L-type side plate 3 is provided with draw-in groove
304, for the strip abaculus 203 on the back side panel front end face for placing left back L-type plate 2, the front side of the right front L-type side plate 3
Medium position is provided with draw-in groove 301 behind plate, for placing embedding structure face die plate 4, after the front side board of the right front L-type side plate 3
2 run through bolt holes 305 are left in the draw-in groove in face, for fixing embedding structure face die plate 4, the front side of the right front L-type side plate 3
Left position leaves strip abaculus 302 behind plate, for being placed on the left plate forward, central part position of left back L-type side plate 2
204 in draw-in groove, it is described it is right before L-type side plate 3 the right plate left side and front side board behind in leave level to strip at lower position
Abaculus 303, for being connected with the draw-in groove 102 of the surrounding of base plate 1.
The embedding structure face die plate 4 includes the forward and backward fixed flat planar 402 of structure face die plate 401, structural plane and structural plane
Bottom fixed board 403, the upper disk of structure face die plate, lower disc face mutually coincide, before and after the structural plane before fixed flat planar,
Trailing flank respectively leaves 2 bolts hole 404, for being connected with left back L-type side plate 2 and right front L-type side plate 3, the structural plane bottom
After fixed plate 403 is connected with structure face die plate 401, in can be placed on the draw-in groove 101 in the centre position of base plate 1.
The shank of bolt 8, nut each 6 has 2, for fixing left back L-type side plate 2 with right front L-type side plate 3.
The embedding structure face die plate and side plate fixed screw 9 totally 4, for fixing embedding structure face die plate 4, left back L
Type side plate 2 and right front L-type side plate 3.
In the present embodiment, from irregular zigzag structure face, the Undulating angle of single sawtooth is not unique, the high 15mm in slope, saw
Tooth number can be designed according to test requirements document or select.
The long 105mm of base plate, wide 100mm, high 10mm.Base plate middle part is provided with draw-in groove, and draw-in groove is presented convex shape, and draw-in groove is long
100mm, bottom width 15mm, high 5mm, top width 4mm, high 2.5mm, top is located at lower middle position.Base plate surrounding also is provided with
Draw-in groove, draw-in groove is located at the centre position of base plate surrounding side, high 5mm, into base plate 5mm.
Left back L-type side plate is identical with right front L-type side plate shape, by taking left back L-type side plate as an example, the outer length of side of Left-Hand Panel
110mm, thick 10mm, high 110mm, rear side panel outside long 125mm, thick 10mm, high 100mm, the vertical middle part in Left-Hand Panel front end
Position is welded with U-shaped abaculus, the long 20mm of abaculus, width 10mm, high 30mm, length of side 20mm at outside length of side 30mm, internal U-shaped mouth,
Diameter 5mm, the shank of bolt rotating shaft of long 20mm are carried on abaculus, diameter 6mm, the shank of bolt of long 25mm, shank of bolt are carried in rotating shaft
Nut of the opposite side with a diameter of 8mm, the vertical medium position of rear side panel right-hand member is also welded with U-shaped abaculus, the long 20mm of abaculus, width
10mm, high 30mm, outside length of side 30mm, inner edge length of side 20mm.Vertical card is left in centre position before left back L-type side plate left plate
Groove, draw-in groove width 5mm, into plate depth 5mm, high 110m.Vertical draw-in groove is also left in centre position before left back L-type side plate back side panel,
Draw-in groove width 5mm, into plate depth 5mm, high 102.5mm, and flushes with side plate top edge, and 2 screw holes are left in draw-in groove centre position,
Bore dia 3mm, the upper-side hole center of circle is also 20mm apart from lower surface apart from upper surface 20mm, the lower-side hole center of circle.After left back L-type side plate
Right positions leave vertical bar shaped abaculus, the long 5mm of abaculus, wide 5mm, high 110mm before side plate.Left back L-type side plate left plate is right
Level is left before face and back side panel to bar shaped abaculus, the long 100mm of abaculus on left plate, wide 5mm, high 5mm, abaculus bottom surface away from
It is 2.5mm, the long 95mm of abaculus on back side panel, wide 5mm, high 5mm from left back L-type side plate bottom, abaculus bottom surface is apart from left back L-type side
Plate bottom is also 2.5mm.
Embedding structure face die plate is by structure face die plate, the forward and backward fixed flat planar of structural plane and structural plane bottom fixed flat planar
Formed by assembling, a length of 100mm of structure face die plate plate, thickness is 5mm, a height of 105mm.Structural plane size is 100mm
×100mm.Respectively leave 2 in the long 5mm of the forward and backward fixed flat planar of structural plane, wide 5mm, high 105mm, the forward and backward side of structural plane fixed flat planar
Individual bolt hole, is 20mm above bolt hole distance of center circle structural plane fixed flat planar into side plate depth 3mm, diameter 3mm, and here is
12.5mm, the long 90mm of structural plane bottom fixed board, wide 15mm, high 5mm.
The bolt of a diameter of 6mm amounts to 2, and except nut foreign minister 25mm, and the end position in coupling nut has long 10mm
Screw thread；The nut of a diameter of 8mm amounts to 2；The screw of a diameter of 3mm amounts to 4, long 8mm.
1) pattern of structure face die plate 401 is selected.Required according to experimental test, from irregular saw-tooth-type structures face, slope is high
15mm, the Undulating angle of single sawtooth is not unique, and sawtooth number is calculated according to test requirements document.
2) assembling of built-in irregular saw-tooth-type structures face die plate 4.The forward and backward fixed flat planar 402 of structural plane is connected respectively
In the rear ends of irregular saw-tooth-type structures face die plate 401, it is only necessary to be attached in above and below, structural plane bottom is consolidated
Fixed board 403 is connected to the irregular bottom of saw-tooth-type structures face die plate 401, and is in irregular saw-tooth-type structures face die plate 401
Centre position, completes the assembling of built-in irregular saw-tooth-type structures face die plate 4.
3) installation of built-in irregular saw-tooth-type structures face die plate 4.By the built-in irregular saw-tooth-type structures face for assembling
Template 4 in being inserted into base plate 1, completes the peace of built-in irregular saw-tooth-type structures face die plate 4 along the middle part draw-in groove 101 of base plate 1
Dress.
4) assembling of left back L-type side plate 2, right front L-type side plate 3 and base plate 1.First by the level of left back L-type side plate 2 to strip
Shape abaculus 203 is put in the draw-in groove 102 of the left side of base plate 1 and rear side, and makes the rear side fixed plate 402 of embedding structure face die plate 4 firm
In being positioned over the draw-in groove 201 of the rear back side panel of L-type side plate 2 well, then the level of L-type side plate 3 before the right side is placed to strip abaculus 303
In the draw-in groove 102 of base plate right side and front side, and the anterior planting 402 of embedding structure face die plate 4 is set just to be positioned over L before the right side
In the draw-in groove 301 of the front side board of type side plate 3, while ensureing that the vertical abaculus 202 on left back L-type side plate back side panel is positioned over L before the right side
Vertical draw-in groove 304 on type side plate right plate, the vertical abaculus 302 on right front L-type side plate front side board is positioned over left back L-type side plate
Vertical draw-in groove 204 on left plate, then swivel bolt bar 8 and tightening nuts 6, finally screw on embedding structure faceplate panels and side plate
Fixed screw 9, completes the assembling of left back L-type side plate 2, right front L-type side plate 3 and base plate 1.
5) coating release agent.Installation needs to apply one layer of releasing agent in the making mould inner surface for assembling after terminating, and is easy to take off
Mould；
6) mould material.Corresponding rock simulation material is poured into a mould to making in mould, it is desirable to the simulation material height of cast
Slightly above mold height.
7) jolt ramming.To pour and be poured in the mould of rock simulation material and be put on special vibrating platform, carry out vibratory compaction, vibration knot
Shu Houxu carries out the floating process in surface.
8) form removal.Structural fece sample after vibratory compaction is reached after curing requirements, dismounting structure face makes mould.Form removal
When, first by the embedding structure face die plate and side plate fixed screw on the left back back side panel of L-type side plate 2 and right front L-type side plate front side board 3
9 all turn on, and then turn on nut 6, and swivel bolt bar 8 removes left back L-type side plate 2, right front L-type side plate 3, then will knot
Disk A and lower wall B take out respectively on structure face, finally remove embedding structure face die plate from along base tub from side, complete mould
Dismounting.
9) conserve.Disk A and irregular saw-tooth-type structures face lower wall B on the irregular saw-tooth-type structures face after mould will be removed
Being put into special maintenance interior carries out conventional maintenance.
10) irregular saw-tooth-type structures face upper lower burrs assembling.After the completion of maintenance, irregular saw-tooth-type structures are interviewed on sample
Disk A and lower wall B from the indoor taking-up of maintenance, by lower wall in upper and lower disk in the upper assembling for carrying out structural plane upper lower burrs, formed length,
Width, the irregular sawtooth pattern anastomotic structures interview sample for being highly 100mm.
Claims (5)
1. a kind of identical rock structural face can antiseepage global formation manufacture method, it is characterised in that：Comprise the steps：
1) embedding structure face die plate pattern is selected, is required according to experimental test, select structure face die plate；
2) assembling of embedding structure face die plate
Forward and backward fixed flat planar is connected to into the rear ends of structure face die plate, and only needs to be attached in above and below,
Structural plane bottom fixed flat planar is connected to into the bottom of structure face die plate, the assembling of embedding structure face die plate is completed；
3) the embedding structure face die plate for assembling is arranged on into base plate middle part；
4) assembling of left back L-type side plate, right front L-type side plate and base plate；
5) coating release agent：Installation needs to apply one layer of releasing agent in the making mould inner surface for assembling after terminating, and is easy to the demoulding；
6) mould material：Corresponding rock simulation material is poured into a mould in mounted making mould, it is desirable to the simulation material of cast
Highly it is higher than mold height；
7) jolt ramming：The mould that is poured in rock simulation material will be poured to be put on vibration table, vibratory compaction is carried out, vibration need after terminating into
The floating process in row surface；
8) form removal：Structural fece sample after vibratory compaction is stood into maintenance to reach after curing requirements, dismounting structure face makes mould；
9) conserve：Disk and structural plane lower wall on the structural plane after mould will be removed to be put into special maintenance interior and carry out conventional maintenance；
10) structural plane upper lower burrs assembling：After the completion of maintenance, by disk on structural fece sample and lower wall from the indoor taking-up of maintenance, press
Disk, in the upper assembling for carrying out structural plane upper lower burrs, forms anastomotic structures interview sample in upper and lower disk.
2. a kind of identical rock structural face as claimed in claim 1 can antiseepage global formation manufacture method, its feature exists
In：Realizing the making mould of the manufacture method includes base plate, left back L-type side plate, right front L-type side plate and embedding structure face die plate,
The embedding structure face die plate includes forward and backward fixed flat planar, bottom fixed flat planar and structure face die plate, the structure face die plate
Structural plane surface topography with required making, top surface centre position is carried out with structure face die plate on the bottom fixed flat planar
Connection, forward and backward fixed flat planar front side respectively with structure face die plate, rear side are connected；The embedding structure face die plate is removable
It is connected to the middle part of the base plate, the forward and backward side of the forward and backward fixed flat planar and left back L-type side plate and right front L-type side with unloading
Plate is detachably connected；
The left back L-type side plate is with right front L-type side plate detachable connection and forms the die cavity poured into a mould for mould material, described interior
Structure face die plate is put positioned at the middle part of die cavity.
3. a kind of identical rock structural face as claimed in claim 2 can antiseepage global formation manufacture method, its feature exists
In：The base plate is the platy structure that surrounding and middle part are provided with draw-in groove, and the draw-in groove of surrounding is used to place left back L-type plate and right front L
Template, the draw-in groove at middle part is presented a kind of convex shape, for placing embedding structure face die plate；
The step 3) in, by the embedding structure face die plate for assembling along base plate middle part draw-in groove, in being inserted into base plate, complete interior
Put the installation of structure face die plate.
4. as claimed in claim 2 or claim 3 a kind of identical rock structural face can antiseepage global formation manufacture method, its feature
It is：The left back L-type side plate is formed by left plate and rear side plate weld, in the left side of left plate and the right-hand member of back side panel
Portion position is welded with U-shaped abaculus, and the abaculus at back side panel containing shank of bolt rotary shaft, shank of bolt and nut, for solid
Fixed left back L-type side plate with it is right before L-type side plate, the left plate front end face of the left back L-type side plate is provided with draw-in groove, for placing the right side before
Strip abaculus on the front side board left side of L-type plate, the back side panel leading flank medium position of the left back L-type side plate is provided with card
Groove, for placing embedding structure face die plate；
2 run through bolt holes are left in the draw-in groove of the back side panel of the left back L-type side plate, for fixing embedding structure face die plate,
Right end position has strip abaculus before the back side panel of the left back L-type side plate, for being placed on the right side before L-type side plate right plate
In the draw-in groove of rear end face, have at lower position in the left plate right flank and back side panel leading flank of the left back L-type side plate level to
Strip abaculus, for being connected with the draw-in groove of base plate surrounding；
The right front L-type side plate is formed by right plate and front side plate weld, in the right side of right plate and the left end of front side board
Portion position is welded with U-shaped abaculus, and the abaculus at front side board containing shank of bolt rotary shaft, shank of bolt and nut, for solid
Fixed right front L-type side plate and left back L-type side plate, the right plate rear end face of the right front L-type side plate leaves draw-in groove, left back for placing
Strip abaculus on the back side panel front end face of L-type plate, the front side board trailing flank medium position of the right front L-type side plate is provided with card
Groove, for placing built-in anastomotic structures face die plate, in the draw-in groove of the front side board of the right front L-type side plate 2 run through bolt is left
Hole, for fixing embedding structure face die plate, the front side board trailing flank of the right front L-type side plate has strip abaculus, for placing
In the draw-in groove of the left plate front end face of left back L-type side plate, the right plate left surface and front side board rear side of the right front L-type side plate
There is level to strip abaculus at lower position in face, for being connected with the draw-in groove of base plate surrounding；
The step 4) in, first the level of left back L-type side plate is put in the draw-in groove of base plate left side and rear side to strip abaculus,
And the rear side fixed plate of embedding structure face die plate is positioned in the draw-in groove of left back L-type side plate back side panel, then by L-type side plate before the right side
Level align to the draw-in groove on strip abaculus and base plate right side and front side, and put the anterior planting of embedding structure face die plate
It is placed in before the right side in the draw-in groove of L-type side plate front side board, while ensureing that the vertical abaculus on left back L-type side plate back side panel is positioned over before the right side
Vertical draw-in groove on L-type side plate right plate, the vertical abaculus on right front L-type side plate front side board is positioned over left back L-type side plate left side
Vertical draw-in groove on plate, then swivel bolt bar and tightening nuts, finally screw on embedding structure faceplate panels and side plate fixed screw,
Complete the assembling of left back L-type side plate, right front L-type side plate and base plate.
5. a kind of identical rock structural face as claimed in claim 4 can antiseepage global formation manufacture method, its feature exists
In：The step 8) in, during form removal, first the screw on left back L-type side plate back side panel and right front L-type side plate front side board is all twisted
Open, then turn on nut, swivel bolt bar removes left back L-type side plate, right front L-type side plate, then by disk on structural plane with
Disk takes out respectively, finally removes embedding structure face die plate from along base tub from side, completes the dismounting of mould.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610910953.0A CN106568627B (en) | 2016-10-19 | 2016-10-19 | A kind of identical rock structural face can the integrally formed production method of antiseepage |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610910953.0A CN106568627B (en) | 2016-10-19 | 2016-10-19 | A kind of identical rock structural face can the integrally formed production method of antiseepage |
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| CN106568627B CN106568627B (en) | 2019-06-28 |
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| 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 |
| CN109342163A (en) * | 2018-10-16 | 2019-02-15 | 浙江科技学院 | Structural plane model containing weak intercalated layer makes mold |
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| CN104236976A (en) * | 2014-09-28 | 2014-12-24 | 中国地质大学 | Multi-scale mould for making and simulating structural surface of country rock |
| CN204269632U (en) * | 2014-12-04 | 2015-04-15 | 商洛学院 | The die trial of a kind of combined type double link engineering |
| CN204546735U (en) * | 2015-02-03 | 2015-08-12 | 江苏省交通规划设计院股份有限公司 | One is unburned exempts from brick compacting mold |
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|---|---|---|---|---|
| CN101726435A (en) * | 2009-12-07 | 2010-06-09 | 浙江科技学院 | Manufacturing mold of structural surface model in direct shear test |
| CN104236976A (en) * | 2014-09-28 | 2014-12-24 | 中国地质大学 | Multi-scale mould for making and simulating structural surface of country rock |
| CN204269632U (en) * | 2014-12-04 | 2015-04-15 | 商洛学院 | The die trial of a kind of combined type double link engineering |
| CN204546735U (en) * | 2015-02-03 | 2015-08-12 | 江苏省交通规划设计院股份有限公司 | One is unburned exempts from brick compacting mold |
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| 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 |
| CN109342163A (en) * | 2018-10-16 | 2019-02-15 | 浙江科技学院 | Structural plane model containing weak intercalated layer makes mold |
| 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 |
| CN109342163B (en) * | 2018-10-16 | 2023-11-21 | 浙江科技学院 | Mould for making structural surface model containing weak interlayer |
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|---|---|
| CN106568627B (en) | 2019-06-28 |
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