CN207570867U - A kind of analog material preparation facilities for simulating Rock And Soil joint plane - Google Patents

A kind of analog material preparation facilities for simulating Rock And Soil joint plane Download PDF

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Publication number
CN207570867U
CN207570867U CN201721477323.5U CN201721477323U CN207570867U CN 207570867 U CN207570867 U CN 207570867U CN 201721477323 U CN201721477323 U CN 201721477323U CN 207570867 U CN207570867 U CN 207570867U
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CN
China
Prior art keywords
steel
steel disc
analog material
joint plane
plate
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Expired - Fee Related
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CN201721477323.5U
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Chinese (zh)
Inventor
申培武
唐辉明
汪丁建
何成
蔡毅
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China University of Geosciences
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China University of Geosciences
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Priority to CN201721477323.5U priority Critical patent/CN207570867U/en
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Abstract

The utility model provides a kind of analog material preparation facilities for simulating Rock And Soil joint plane,Including carrying case,Cutting bed,Steel wire cutter and steel disc pipe cutter,The cutting bed includes backing plate and rotating turret,The backing plate is rotatablely connected with rotating turret,The carrying case is positioned on backing plate,The steel wire cutter is independently placed,The steel disc pipe cutter is connect with rotating turret,The rotating turret rotation drives the rotation of steel disc pipe cutter,The steel wire cutter includes several steel wires,The steel disc pipe cutter includes several steel disc pipes,The steel disc pipe is hollow structure,The analog material of simulation Rock And Soil is placed in the carrying case,The steel wire cutter cuts analog material to prepare same sex joint plane by steel wire,The steel disc pipe cutter cuts analog material by steel disc pipe,The analog material generates several vacancies after being cut by steel disc pipe,Another analog material is poured in the vacancy,Two different analog materials in carrying case form different in nature joint plane.

Description

A kind of analog material preparation facilities for simulating Rock And Soil joint plane
Technical field
The utility model is related to Geological Engineering material of rock and soil experimental technique field more particularly to a kind of simulation ground body segments The analog material preparation facilities in reason face.
Background technology
Rock And Soil is the general designation of rock mass, the soil body and its mixture, and Rock And Soil is not only Geological Engineering field most common one The main body of class geologic body and Geological Engineering area research.The mechanical property of Rock And Soil has the stability of Rock And Soil important It influences, Rock And Soil unstability easily causes the geological disasters such as avalanche, landslide, mud-rock flow, is caused safely to the people's lives and property tight It threatens again.Therefore, the related mechanical property for studying Rock And Soil is of great significance in terms of hazards control.
Joint is that both sides do not occur a kind of rift structure of apparent displacement after Rock And Soil forced breakage, and joint plane is the fracture The internal stretch of construction.It influences rock mechanical qualitative factor and mainly includes Rock And Soil internal structure and external environment.Ground Body segment reason is ground in face of the internal structure important of Rock And Soil in relation to Rock And Soil joint plane on what stability of rock-soil body influenced Study carefully and paid close attention to by numerous scholars.
It is limited to geological conditions and technical conditions, cannot carries out field sampling to Rock And Soil in some engineering practices, need to press Analog material, which is prepared, according to certain principle of similarity carries out correlation Quality Research to simulate Rock And Soil.Ground is prepared in the prior art The method of body analog material is more, but the considerations of often lack to Rock And Soil internal structure, fails comprehensively to show Rock And Soil The same sex joint plane of Rock And Soil and different in nature joint plane under joint plane, especially native state, so as to have ignored Rock And Soil joint plane Influence to rock mechanical property can not make accurate evaluation to the stability of Rock And Soil.
Invention content
In view of this, the utility model provides a kind of same sex joint plane that can prepare Rock And Soil and different in nature joint plane Simulate the analog material preparation facilities of Rock And Soil joint plane.
The utility model provides a kind of analog material preparation facilities for simulating Rock And Soil joint plane, including carrying case, cutting Platform, steel wire cutter and steel disc pipe cutter, the cutting bed include backing plate and rotating turret, and the backing plate is rotatablely connected with rotating turret, The carrying case is positioned on backing plate, and the steel wire cutter is independently placed, and the steel disc pipe cutter is connect with rotating turret, described turn Moving frame rotation drives the rotation of steel disc pipe cutter, and the steel wire cutter includes suspension plate and several steel wires, the steel wire and suspension Plate connects, and the steel disc pipe cutter includes several steel disc pipes, and the steel disc pipe is hollow structure, and mould is placed in the carrying case Intend the analog material of Rock And Soil, the steel wire cutter cuts analog material to prepare same sex joint plane, the steel disc by steel wire Pipe cutter cuts analog material by steel disc pipe, and the analog material generates several vacancies after being cut by steel disc pipe, described Another analog material is poured in vacancy, two different analog materials in carrying case form different in nature joint plane.
Further, several equidistant storage tanks are provided in the backing plate, the storage tank includes superposed narrow Slot and the circular groove positioned at slit lower part, one end of the steel wire are fixedly connected with a steel ball, and the diameter of the steel ball is less than the circle The width of slot and can slide wherein, the diameter of the steel ball is more than the width of the slit, and the gauge of wire is less than institute The width of slit is stated, the steel ball is placed in the circular groove of the storage tank, and the analog material is positioned on the backing plate, institute The other end for stating steel wire is pulled and extracts out and cut from the slit of the storage tank analog material of corresponding position.
Further, the carrying case includes bottom plate, and the bottom plate is stitched equipped with several platoon leaders, between adjacent slit The distance between distance and adjacent slit are equal, and the width of the slit is more than the width of the steel wire, and the steel wire is drawn Analog material that is dynamic and extracting and cut successively corresponding position out from the slit and slit.
Further, the carrying case further includes one group of steel plate and one group of steel disc, and the bottom plate, steel plate and steel disc form one The accommodation space of a upper opening, the accommodation space simulate the analog material of Rock And Soil, adjacent steel plate and steel to place It is bolted between piece by first, several first bolts hole and several first apertures, the steel plate is additionally provided on the bottom plate Several second bolts hole are equipped with, are connected steel plate and bottom plate by being inserted into the second bolt in the first bolt hole and the second bolt hole It connecing, connection strap is equipped between the steel disc and bottom plate, the connection strap is equipped with several third bolts hole and several second orifices, The steel disc is equipped with several 4th bolts hole, will be connected by being inserted into third bolt in third bolt hole and the 4th bolt hole Item is connect with steel disc, is connect connection strap with bottom plate by being inserted into plug in the first aperture and second orifice, the steel wire is cut When tool and steel disc pipe cutter cutting analog material, the steel disc and connection strap are disassembled.
Further, the rotating turret includes crossbeam, two inner beams and two outer beams, and the crossbeam and outer beam pass through the 4th It is bolted, the both ends of the inner beam are equipped with the 5th bolt hole, and the second limit hole, second limit hole are provided on the outer beam Interior insertion matches the 5th bolt connected with the 5th bolt hole, and position restriction of the 5th bolt in the second limit hole is interior The link position of beam and outer beam.
Further, the side of the backing plate is equipped with Extension support, and the first limit hole, the outer beam are provided on the Extension support Rear end be equipped with the 7th bolt hole, the 6th bolt for matching and connecting with the 7th bolt hole is inserted into first limit hole, it is described Position restriction of 6th bolt in the first limit hole link position of rotating turret and backing plate.
Further, the centre of the inner beam is equipped with the 6th bolt hole, and the steel disc pipe is equipped with the 8th bolt hole, passes through The 7th bolt is inserted into the 6th bolt hole and the 8th bolt hole to connect steel disc pipe with inner beam.
Further, the crossbeam is equipped with third handle, and frame is rotated by hand-held third handle.
Further, hanging ring is equipped between the suspension plate and steel wire, the hanging ring includes lanyard portion and ring portion, institute The lower end for stating lanyard portion and suspension plate connects, and the other end of the ring portion and steel wire is detachably connected.
Further, the side of the backing plate is marked with several boundary points, and cutting can be marked by the boundary point Range, the upper end of the suspension plate are equipped with first handle, rotate suspension plate by hand-held first handle, the side of the backing plate is set There is second handle, backing plate is moved by hand-held second handle, the steel disc pipe is equipped with the 4th handle, by holding the 4th handle Mobile steel disc pipe.
The advantageous effect that technical solution provided by the utility model is brought is:
1. preparation facilities provided by the utility model is simple in structure, easy to operate, it can be adapted to, cost of manufacture is relatively low, is applicable in Material ranges are wide, the noiseless pollution of operating process;
It is practical that 2. preparation facilities provided by the utility model can prepare simulation according to the joint plane form of practical Rock And Soil The same sex joint plane of Rock And Soil joint plane and different in nature joint plane, so as to which the estimation of stability for Rock And Soil provides foundation;
3. preparation facilities provided by the utility model cuts analog material using steel wire, cutting process is continuous, can obtain One-time formed same sex joint plane effectively reduces cutter to the interference inside analog material;
4. preparation facilities provided by the utility model can be adjusted accordingly according to the form of practical Rock And Soil joint plane, obtain Same sex joint plane and different in nature joint plane more can truly reflect the internal structure of Rock And Soil.
Description of the drawings
Fig. 1 is a kind of structure diagram for the analog material preparation facilities for simulating Rock And Soil joint plane of the utility model.
Fig. 2 is that a kind of structure of the carrying case for the analog material preparation facilities for simulating Rock And Soil joint plane of the utility model is shown It is intended to.
Fig. 3 is a kind of bottom plate of the carrying case for the analog material preparation facilities for simulating Rock And Soil joint plane of the utility model Structure diagram.
Fig. 4 is process schematic of the utility model using steel wire cutter cutting analog material.
Fig. 5 is a kind of knot of the steel disc pipe cutter for the analog material preparation facilities for simulating Rock And Soil joint plane of the utility model Structure schematic diagram.
Fig. 6 is the schematic diagram that different in nature joint plane is prepared using steel disc pipe cutter for the utility model.
Specific embodiment
It is new to this practicality below in conjunction with attached drawing to make the purpose of this utility model, technical solution and advantage clearer Type embodiment is further described.
It please refers to Fig.1, the embodiment of the utility model provides a kind of analog material for simulating Rock And Soil joint plane and prepares Device, including carrying case 1, cutting bed 2, steel wire cutter 3 and steel disc pipe cutter 4, carrying case 1 simulates Rock And Soil to place Analog material 5, cutting bed 2 include backing plate 21 and rotating turret 22, and backing plate 21 is rotatablely connected with rotating turret 22, and carrying case 1 is positioned over On backing plate 21, steel wire cutter 3 is independent to place, and steel disc pipe cutter 4 is connect with rotating turret 22, and the rotation of rotating turret 22 drives steel disc pipe to cut 4 rotation of tool, steel wire cutter 3 prepare same sex joint plane to cut analog material 5, and steel disc pipe cutter 4 is cutting analog material 5 Prepare different in nature joint plane.
Steel wire cutter 3 includes suspension plate 31 and several steel wires 33, steel wire 33 are connect with suspension plate 31, one end of steel wire 33 A steel ball (not shown) is fixedly connected with, hanging ring 32 is equipped between steel wire 33 and suspension plate 31, hanging ring 32 includes lanyard portion 321 and ring portion 322, lanyard portion 321 connect with the lower end of suspension plate 31, ring portion 322 and the other end of steel wire 33 are detachably connected, The upper end of suspension plate 31 is equipped with first handle 311, suspension plate 31 can be easily rotated by first handle 311, in steel wire 33 Moving process in, the cooperation of steel ball and first handle 311 can ensure that steel wire 33 is displacement.
With reference to figure 1, Fig. 2 and Fig. 3, carrying case 1 includes 11, one groups of steel plates 12 of bottom plate and one group of steel disc 13, bottom plate 11, steel plate 12 and steel disc 13 form a upper opening accommodation space 14, accommodation space 14 to place simulation Rock And Soil analog material 5, bottom plate 11 is equipped with several platoon leaders seam 111, several first bolts hole 112 and several first apertures 113, the width of slit 111 It more than the width of steel wire 33, is connected between adjacent steel plate 12 and steel disc 13 by the first bolt 15, steel plate 12 is equipped with several Second bolt hole, by being inserted into the second bolt 1121 in the first bolt hole 112 and the second bolt hole by steel plate 12 and bottom plate 11 Connection, is equipped with connection strap 16 between steel disc 13 and bottom plate 11, connection strap 16 is equipped with several third bolts hole 161 and several second Aperture, steel disc 13 are equipped with several 4th bolts hole, by being inserted into third bolt in 161 and the 4th bolt hole of third bolt hole 1611 connect connection strap 16 with steel disc 13, by being inserted into plug 17 in the first aperture 113 and second orifice by connection strap 16 It is connect with bottom plate 11, the outside of second orifice is equipped with plug backing plate 171, and plug backing plate 171 can ensure connection strap 16 and bottom plate 11 It is fastenedly connected, connection strap 16 with bottom plate 11 is connect by plug 17, is conducive to cut in steel wire cutter 3 and steel disc pipe cutter 4 During analog material 5, by 16 fast quick-detach of steel disc 13 and connection strap.
Several equidistant storage tanks 23 are provided in the backing plate 21 of cutting bed 2, storage tank 23 includes superposed slit 231 and the circular groove 232 positioned at 231 lower part of slit, the diameter that the width of circular groove 232 is more than steel ball causes steel ball can be in circular groove 232 Interior slip, the width of slit 231 are less than the diameter of steel ball, and the width of slit 231 is more than the diameter of steel wire 33, steel ball is placed on In circular groove 232, the side of backing plate 21 is equipped with second handle 25 and Extension support 26, being capable of easily movable cushion by second handle 25 Plate 21, the side of backing plate 21 are marked with several boundary points 27, cut coverage can be marked by boundary point 27, on Extension support 26 The first limit hole 261 is provided with, the 6th bolt 24 is inserted into the first limit hole 261.
In order to which steel wire 33 is made smoothly to cut, the distance between adjacent slit 231 is between adjacent slit 111 Apart from equal, in an embodiment, analog material 5 is placed on backing plate 21, steel wire 33 be pulled and successively from slit 231 and long Extract and cut the analog material 5 of corresponding position in seam 111 out.
The rotating turret 22 of cutting bed 2 includes 221, two inner beams 222 of crossbeam and two outer beams 223, crossbeam 221 and outer beam 223 are connected by the 4th bolt 2212, and crossbeam 221 is equipped with third handle 2211, can be easily by third handle 2211 Frame 22 is rotated, the both ends of inner beam 222 are equipped with the 5th bolt hole, and the centre of inner beam 222 is equipped with the 6th bolt hole, outer beam 223 On be provided with the second limit hole 2231, be inserted into the 5th bolt 224, the 5th bolt 224 and the 5th bolt hole in the second limit hole 2231 Matching connection, the link position of position restriction of the 5th bolt 224 in the second limit hole 2231 inner beam 222 and outer beam 223, The rear end of outer beam 223 is equipped with the 7th bolt hole, the 7th bolt hole and 24 company of matching of the 6th bolt being inserted into the first limit hole 261 It connects, the link position of position restriction of the 6th bolt 24 in the first limit hole 261 rotating turret 22 and backing plate 21.
Steel disc pipe cutter 4 includes several steel disc pipes 41, and steel disc pipe 41 is hollow structure, and steel disc pipe 41 is equipped with the 8th spiral shell Steel disc pipe 41 is connect by keyhole by being inserted into the 7th bolt 42 in the 6th bolt hole and the 8th bolt hole with inner beam 222, in order to Inner beam 222 and bolt 42 in cutting process is avoided to interfere analog material, the distance between the both ends of steel disc pipe 41 and inner beam 222 are equal 5cm should be not less than, steel disc pipe 41 is equipped with the 4th handle 43, steel disc pipe 41 can be easily moved by the 4th handle 43.
It needs to debug preparation facilities before cutting analog material 5 using above-mentioned preparation facilities, debugging process is will load The bottom plate 11 of case 1 is placed in the cut coverage of backing plate 21 of cutting bed 2, is made on slit 111 and the backing plate 21 on bottom plate 11 Slit 231 overlaps, and then holds first handle 311 and pulls 33 cut-in without ball of steel wire primary, it is ensured that slit 111, slit 231 and circle Slot 232 is without blocking;Hand-held third handle 2211 makes rotating turret 22 turn to and 21 horizontal closed of the backing plate of cutting bed 2, adjustment steel The quantity of piece pipe 41 adjusts position of the 6th bolt 24 in the first limit hole 261 to ensure steel disc pipe to meet requirement of experiment 41 bottom surface is overlapped with the upper end of bottom plate 11, and position of the 5th bolt 224 of adjustment in the second limit hole 2231 is with determining steel disc The cut-boundary of pipe cutter 4, and pass through boundary point 27 and be marked.
With reference to figure 4, in an embodiment, analog material 5 is cut using above-mentioned preparation facilities to prepare the same sex section of Rock And Soil During reason face, a kind of analog material 5 for meeting requirement of experiment for having reached nonplastic flow regime is placed in carrying case 1 simultaneously first By its vibrating compacting, then carrying case 1 is placed in the cut coverage of backing plate 21 of cutting bed 2, makes the slit on bottom plate 11 111 overlap with the slit 231 on backing plate 21, dismantle and remove one group of steel disc 13 of carrying case 1 and connection strap 16, hold first-hand Handle 311 pulls steel wire 33 to make it successively from slit 231 and the extraction of slit 111 up to completing the cutting to analog material 5, in steel wire In 33 cutting process, steel ball is slided along circular groove 232, after cutting process, by one group of steel disc 13 of carrying case 1 and connection Item 16 is re-assemblied on carrying case 1, is conserved according to corresponding specification, is obtained same sex joint plane after molding;During the experiment, According to the spacing and form of practical Rock And Soil joint plane, can be realized by the spacing changed between steel wire 33 prepare it is non-equidistantly Same sex joint plane, can be realized by the cutting angle for changing steel wire 33 prepare it is different tendency, inclination angle same sex joint plane.
With reference to figure 5 and Fig. 6, in an embodiment, analog material 5 is cut using above-mentioned preparation facilities to prepare the different of Rock And Soil Property joint plane when, a kind of similar material for meeting requirement of experiment for having reached nonplastic flow regime is placed first in the carrying case 1 Carrying case 1, is then placed in the cut coverage of backing plate 21 of cutting bed 2, dismantles and remove dress by material 5 and by its vibrating compacting One group of steel disc 13 of case 1 and connection strap 16 are carried, third handle 2211 is held and pulls backing plate 21 direction of the rotating turret 22 to cutting bed 2 Rotation, steel disc pipe 41 contact and cut analog material 5 until the bottom end of steel disc pipe 41 is overlapped with the upper end of bottom plate 11, by the 7th spiral shell Bolt 42 is backed out, and is rotated backward rotating turret 22 and is shelved rotating turret 22 on the ground, and steel disc pipe 41 is left on bottom plate 11, holds the Four handles 43 slowly pull out steel disc pipe 41 along the horizontal direction of backing plate 21, if analog material 5 generates after being cut by steel disc pipe 41 Dry vacancy, the steel disc 13 of carrying case 1 and connection strap 16 is re-assemblied, then the vacancy in analog material 5 pours separately A kind of different analog material 6, the height of two kinds of analog materials should be consistent, after slight vibration and compacting, according to corresponding rule Model conserves analog material, obtains different in nature joint plane after molding;During the experiment, according to the spacing and shape of Rock And Soil joint plane State can be realized by the spacing changed between steel disc pipe 41 and prepare non-equidistant different in nature joint plane, by changing steel disc pipe 41 sectional area can realize the different in nature joint plane for preparing curved surface.
Preparation facilities provided by the utility model is simple in structure, easy to operate, can be adapted to, and cost of manufacture is relatively low, is applicable in material Expect that range is wide, the noiseless pollution of operating process;Preparation facilities provided by the utility model can be according to the joint of practical Rock And Soil Face form prepares the same sex joint plane for simulating practical Rock And Soil joint plane and different in nature joint plane, so as to which the stability for Rock And Soil is commented Valency provides foundation;Preparation facilities provided by the utility model cuts analog material 5 using steel wire 33, and cutting process is continuous, can One-time formed same sex joint plane is obtained, effectively reduces cutter to the interference inside analog material 5;The utility model provides Preparation facilities can be adjusted accordingly according to the form of practical Rock And Soil joint plane, the same sex joint plane of acquisition and different in nature joint plane It more can truly reflect the internal structure of Rock And Soil.
Herein, the involved nouns of locality such as forward and backward, upper and lower are to be located in figure with parts in attached drawing and zero Part mutual position defines, only for the purpose of expressing the technical solution clearly and conveniently.It should be appreciated that the noun of locality Use should not limit the claimed range of the application.
In the absence of conflict, the feature in embodiment and embodiment herein-above set forth can be combined with each other.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all in this practicality Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model Within the scope of shield.

Claims (10)

1. a kind of analog material preparation facilities for simulating Rock And Soil joint plane, which is characterized in that including carrying case, cutting bed, steel Silk cutter and steel disc pipe cutter, the cutting bed include backing plate and rotating turret, and the backing plate is rotatablely connected with rotating turret, the dress It carries case to be positioned on backing plate, the steel wire cutter is independently placed, and the steel disc pipe cutter is connect with rotating turret, and the rotating turret turns Dynamic to drive the rotation of steel disc pipe cutter, the steel wire cutter includes suspension plate and several steel wires, the steel wire are connect with suspension plate, The steel disc pipe cutter includes several steel disc pipes, and the steel disc pipe is hollow structure, and simulation ground is placed in the carrying case The analog material of body, the steel wire cutter cut analog material to prepare same sex joint plane, the steel disc pipe cutter by steel wire Analog material is cut by steel disc pipe, the analog material generates several vacancies after being cut by steel disc pipe, in the vacancy Another analog material is inside poured, two different analog materials in carrying case form different in nature joint plane.
2. the analog material preparation facilities of simulation Rock And Soil joint plane as described in claim 1, which is characterized in that the backing plate Several equidistant storage tanks are inside provided with, the storage tank includes superposed slit and the circular groove positioned at slit lower part, institute The one end for stating steel wire is fixedly connected with a steel ball, and the diameter of the steel ball is less than the width of the circular groove and can slide wherein, institute The diameter for stating steel ball is more than the width of the slit, and the gauge of wire is less than the width of the slit, and the steel ball is placed In the circular groove of the storage tank, the analog material is positioned on the backing plate, the other end of the steel wire be pulled and from Extract and cut the analog material of corresponding position in the slit of the storage tank out.
3. the analog material preparation facilities of simulation Rock And Soil joint plane as claimed in claim 2, which is characterized in that the loading Case includes bottom plate, and the bottom plate is equipped with several platoon leaders seam, the distance between adjacent slit between adjacent slit away from From equal, the width of the slit is more than the width of the steel wire, the steel wire be pulled and successively from the slit and slit Middle extraction and cut the analog material of corresponding position.
4. the analog material preparation facilities of simulation Rock And Soil joint plane as claimed in claim 3, which is characterized in that the loading Case further includes one group of steel plate and one group of steel disc, and the bottom plate, steel plate and steel disc form the accommodation space of a upper opening, described Accommodation space is bolted, institute to place the analog material of simulation Rock And Soil between adjacent steel plate and steel disc by first It states and several first bolts hole and several first apertures is additionally provided on bottom plate, the steel plate is equipped with several second bolts hole, passes through The second bolt is inserted into the first bolt hole and the second bolt hole to connect steel plate with bottom plate, is equipped between the steel disc and bottom plate Connection strap, the connection strap are equipped with several third bolts hole and several second orifices, and the steel disc is equipped with several 4th spiral shells Connection strap is connect, by first by keyhole by being inserted into third bolt in third bolt hole and the 4th bolt hole with steel disc It is inserted into plug in aperture and second orifice to connect connection strap with bottom plate, the steel wire cutter and the similar material of steel disc pipe cutter cutting During material, the steel disc and connection strap are disassembled.
5. the analog material preparation facilities of simulation Rock And Soil joint plane as described in claim 1, which is characterized in that the rotation Frame includes crossbeam, two inner beams and two outer beams, and the crossbeam and outer beam are bolted by the 4th, and the both ends of the inner beam are set There is the 5th bolt hole, the second limit hole is provided on the outer beam, is inserted into second limit hole and matches company with the 5th bolt hole The 5th bolt connect, the link position of position restriction of the 5th bolt in the second limit hole inner beam and outer beam.
6. the analog material preparation facilities of simulation Rock And Soil joint plane as claimed in claim 5, which is characterized in that the backing plate Side be equipped with Extension support, the first limit hole is provided on the Extension support, the rear end of the outer beam is equipped with the 7th bolt hole, described The 6th bolt that connection is matched with the 7th bolt hole, position of the 6th bolt in the first limit hole are inserted into first limit hole Put the link position for defining rotating turret and backing plate.
7. the analog material preparation facilities of simulation Rock And Soil joint plane as claimed in claim 5, which is characterized in that the inner beam Centre be equipped with the 6th bolt hole, the steel disc pipe be equipped with the 8th bolt hole, by the 6th bolt hole and the 8th bolt hole Steel disc pipe is connect by the 7th bolt of interior insertion with inner beam.
8. the analog material preparation facilities of simulation Rock And Soil joint plane as claimed in claim 5, which is characterized in that the crossbeam Third handle is equipped with, frame is rotated by hand-held third handle.
9. the analog material preparation facilities of simulation Rock And Soil joint plane as claimed in claim 2, which is characterized in that the suspension Hanging ring is equipped between plate and steel wire, the hanging ring includes the lower end company of lanyard portion and ring portion, the lanyard portion and suspension plate It connects, the other end of the ring portion and steel wire is detachably connected.
10. the analog material preparation facilities of simulation Rock And Soil joint plane as described in claim 1, which is characterized in that the pad The side of plate is marked with several boundary points, can mark cut coverage by the boundary point, the upper end of the suspension plate is set There is first handle, suspension plate is rotated by hand-held first handle, the side of the backing plate is equipped with second handle, by holding second Handle moves backing plate, and the steel disc pipe is equipped with the 4th handle, and steel disc pipe is moved by hand-held 4th handle.
CN201721477323.5U 2017-11-07 2017-11-07 A kind of analog material preparation facilities for simulating Rock And Soil joint plane Expired - Fee Related CN207570867U (en)

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CN201721477323.5U CN207570867U (en) 2017-11-07 2017-11-07 A kind of analog material preparation facilities for simulating Rock And Soil joint plane

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Application Number Priority Date Filing Date Title
CN201721477323.5U CN207570867U (en) 2017-11-07 2017-11-07 A kind of analog material preparation facilities for simulating Rock And Soil joint plane

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107817147A (en) * 2017-11-07 2018-03-20 中国地质大学(武汉) A kind of analog material preparation facilities for simulating Rock And Soil joint plane
CN113049328A (en) * 2021-03-11 2021-06-29 华东交通大学 Device for preparing sandy soil samples with different deposition angles

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107817147A (en) * 2017-11-07 2018-03-20 中国地质大学(武汉) A kind of analog material preparation facilities for simulating Rock And Soil joint plane
CN107817147B (en) * 2017-11-07 2024-05-10 中国地质大学(武汉) Similar material preparation facilities of simulation ground body joint face
CN113049328A (en) * 2021-03-11 2021-06-29 华东交通大学 Device for preparing sandy soil samples with different deposition angles

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