CN104502201A - Geomechanical model test device for testing rock slope stability - Google Patents
Geomechanical model test device for testing rock slope stability Download PDFInfo
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- CN104502201A CN104502201A CN201410797860.2A CN201410797860A CN104502201A CN 104502201 A CN104502201 A CN 104502201A CN 201410797860 A CN201410797860 A CN 201410797860A CN 104502201 A CN104502201 A CN 104502201A
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Abstract
The invention discloses a geomechanical model test device for testing rock slope stability. The geomechanical model test device comprises a base 1, a support frame 2, a movable hinge 3, a hydraulic lifting mechanism 4, a main frame 5, side plate frames 6, a rear plate frame 7 and a front baffle 8, wherein the support frame 2 is fixedly arranged on the base 1; the main frame 5 is fixedly arranged on the support frame 2; the hydraulic lifting mechanism 4 is positioned between the base 1 and the main frame 5, one end of the hydraulic lifting mechanism 4 is fixedly arranged on the middle rear part of the base 1, and the other end of the hydraulic lifting mechanism 4 is obliquely upwards and fixedly arranged on the rear bottom part of the main frame 5; the movable hinge 3 is fixedly arranged between the front bottom of the main frame 5 and the support frame 2; the two side plate frames 6 are respectively and fixedly connected to two sides of the main frame 5; the rear plate frame 7 is fixedly connected to the rear side of the main frame 5; and the front baffle 8 is connected to the front lower part of the main frame 5. According to the device disclosed by the invention, the anti-sliding stability of slope rock on different rock slopes under the actions of the increasing outer loads, the actual effects of a failure mechanism and foundation strengthening measures and the like can be researched, the gap of the test devices is filled, the application range is wide, and the test requirements on the rock slopes of different angles can be met.
Description
Technical field
The invention belongs to geomechanical model test device technique field, being specifically related to a kind of geomechanical model test device for testing Rock Slope Stability.
Background technology
The mankind are being engaged in the process of producing and build, and the engineering activity such as construction of hydropower facilities, constructing road, often forms numerous rock side slopes.This kind of side slope is usually not only high but also steep, complex geologic conditions, environmental factor is severe, not only there is strong Unloading Effect, the rock side slope accident event also having the multifactor synergy such as reservoir filling, precipitation and excavation to cause, bring serious loss to people's life and property, cause construction delay thus and the indirect loss produced is inestimable especially.Therefore, the stable problem of rock side slope, concerning the safety of engineering construction and run duration and economic benefit, is studied it and is had important practical engineering value and economic worth.
Slope stability analysis is research contents important in Geological Engineering and Geotechnical Engineering always, early stage research is mainly carried out from two aspects: one is method for qualitative analysis, the method is that geologic condition residing for side slope and landslide destructive characteristics come environment that analysis of landslide occurs and mechanism, mainly pass through engineering geological investigation, the major influence factors of analyzing influence slope stability, the mechanical mechanism etc. of possible deformation failure and unstability, comprise and the genesis and evolution history of strained geologic body is analyzed, thus provide the stability that is evaluated side slope and development trend illustrates qualitatively and explains.Conventional method has natural history analytic approach, engineering analog method, graphical method etc.Two is according to the resistance to overturning of rigid Limit Equilibrium theory calculate side slope under limiting equilibrium.Limit equilibrium method be a kind of engineering uses at most, the most ripe quantitative analysis method, its advantage is when not providing malformation image under effect of stress, still can provide conclusion more accurately to the stability of structure.
After the eighties, stability of slope Journal of Sex Research enters the flourish stage, the theory of computation and computer technology fast development, and numerical simulation technology starts to be widely used in stability of slope Journal of Sex Research.Numerical simulation method is the method for a class stress ~ strain analysis, in landslide, particularly engineering slope excavation and estimation of stability, have more application.It analyzes distortion and the stable problem of given section by the stress of analysis of landslide construction inner, strain.Adopting at present more in slope analysis is the method for numerical simulation such as Finite Element and method of finite difference.
Because the scope will simulating rock mass slope is comparatively large, Tectonic Rock Mass is complicated, adds the complicacy of mechanical model, adopts said method to be difficult to the true collapse state of accurate analysis rock mass so far, and is difficult to the Back Analysis of Actual Safety Degree evaluating high slope.
For high slope stability analysi problem, people often adopt geomechanical model test method to research and analyse.Geomechanical model test is a kind of method of according to certain principle of similitude, specific engineering geological problems being carried out to reduced scale research, the fundamental purpose of test be under the effect of research various buildings outer load ultimate bearing capacity, damage-form, failure mechanism and distortion distribution character.The research contents of geomechanical model test is not limited only to a certain state under primaryload, the more important thing is research under cumulative load action until the whole change procedure destroyed, it adopts real physical entity, to meet material similar, especially under mechanical condition is similar, go the relation reflected really between tectonic structure and engineering construction, demonstrate the result that engineering construction produces rock mass impact and the impact of rock mass deformation on fabric structure more intuitively.
In Rock Slope Stability geomechanical model test, the block combination of general analog material simulates many fissuted mediums rock mass, the weak structural face of analogue enlargement stability of slope, thus the stability against sliding of research slope rock mass, the actual effect of failure mechanism and strengthening of foundation measure.
But at present when adopting geomechanical model test method to analyze Rock Slope Stability problem, be not also applicable to the test unit of this type of model test.
Summary of the invention
The object of the invention is the situation for prior art, a kind of geomechanical model test device for testing Rock Slope Stability is provided.
Geomechanical model test device for testing Rock Slope Stability provided by the invention, this device comprises base, bracing frame, moveable hinge, hydraulicefficiency elevation structure, main frame, side plate frame, rear sheet frame and front apron, wherein bracing frame is fixed on base, main frame is fixed on bracing frame, hydraulicefficiency elevation structure is between base and main frame, base postmedian is fixed in its one end, the other end tiltedly stretches to the rear bottom being fixed on main frame, moveable hinge is fixed between the front bottom of main frame and bracing frame, side plate frame has two, be fixed on main frame both sides respectively, rear sheet frame is fixed on rear side of main frame, front apron is connected to main frame front lower portion.
Also be provided with buttress brace in above-mentioned test unit, this buttress brace is positioned at main frame front side top.
In above-mentioned test unit, when the installation site of side plate frame changes in main frame, both sides sheet frame two outside be also connected to the frid that frid that side is interior hypotenuse and side are outer hypotenuse, the angle of frid hypotenuse is different with the difference of the installation site of side plate frame, but need guarantee steadily side plate frame to be fixed on relevant position with web member.
During use, according to construction of hydropower facilities, the tectonic characteristics of the rock side slope of the engineering project positions such as constructing road, first according to similarity relation, all kinds of structure of composition side slope and structural plane are carried out analog simulation, prepare the cast material meeting all kinds of structure similar to the physical and mechanical properties of leiomyoma cells and structural plane, and then according to the simulation context of rock side slope and lineament, test unit side plate frame is fixed in place, utilize main frame, side plate frame, the space of rear sheet frame and front apron composition, the cast material of ready all kinds of structure and structural plane is successively built by laying bricks or stones, until complete the making of side slope model.In modelling process, in the primary structure face of inside configuration, arrange relative displacement tester, with the structural plane relative displacement situation of change in monitoring test process.Finally contact surface displacement meter is installed, to test the change in displacement size of each monitoring point at model surface.After everything in readiness, namely by stability hydraulic system, fuel feeding is carried out to hydraulic jack, by the jacking of hydraulic jack, the block mold of building by laying bricks or stones in a device progressively can rotate lifting along with steelframe centered by moveable hinge, in process of the test, the relative displacement in timely recording surface displacement and inner structure face, and simultaneously observed and recorded whole slope damage-form and destructive process, test, until whole slope unstability, finally carries out comprehensive evaluation according to test data Upon Slope Stability.
In above-mentioned test unit, base is made up of the bar that is fixedly connected with that a rectangle frame is parallel with being positioned at rectangle frame two, and wherein one is fixedly connected with the postmedian that bar is positioned at rectangle frame, and another root is fixedly connected with the middle front part that bar is positioned at rectangle frame, bracing frame is fixed on base, be made up of the first support column, the second support column and reinforcement skewback, first support column has 2 at least, be fixed on the rear portion of base respectively side by side, second support column mates with the first support column at least also 2, what be fixed on base middle front part respectively side by side is fixedly connected with on bar, and the first support column is higher than the second support column, to form ladder supports frame, each second support column corresponding respectively has 2 pieces to strengthen skewback, lay respectively at both sides before and after each second support column, to form the triangular support of high strength, moveable hinge to be fixed on the second support column end face and to be connected with bottom main frame, and it is identical with the first support column height to be fixed on the height formed after on the second support column end face, hydraulicefficiency elevation structure is at least 2, the parallel postmedian be positioned at below main frame, each hydraulicefficiency elevation structure is formed by hydraulic jack, lower fixing hinge, upper fixing hinge and fixed mounting base, hydraulic jack two ends is connected in lower fixing hinge and upper fixing hinge respectively, what lower fixing hinge tilted to be fixed on base postmedian rearwardly and upwardly is fixedly connected with on bar, and upper fixing hinge tilts to be connected to the rear lower of main frame by fixed mounting base forward downward, main frame is made up of the first component, second component, underframe and base plate, first component is 4, the contiguous block be connected as a single entity respectively by termination, one end is vertically connected on the corner of base surface, second component has 3, the other end of 4 first components is connected as a single entity by the contiguous block be connected as a single entity respectively by termination, two ends, the similar grid of underframe, is to be made up of the 3rd component and staggered being fixed with one of the 4th component, base plate is fixed on underframe, and underframe is connected with moveable hinge again, side plate frame is two, lay respectively in the framework of the main frame left and right sides, each side plate frame is by the 5th component, 6th component and baffle plate are formed, 5th component is 2, the parallel both sides being up and down positioned at side plate frame, be positioned at following 1 to be connected with the base plate of main frame by lower side, 1 that is positioned at top is connected with the second component of main frame by upper side edge, 6th component has 3, the contiguous block be connected as a single entity respectively by termination, respective two ends is vertical and be parallel to each other and be connected to inside 2 the 5th components, each 1 of two ends, middle 1, baffle plate is at least 2 pieces, be fixed in two inside casings of the 5th component and the formation of the 6th component respectively, the rectangular slab that every block baffle plate is spill by a cross sectional shape is formed, and by the flanging of its surrounding respectively with the 5th component, 6th component and adjacent baffle plate are connected.Rear sheet frame is made up of the 7th component and rear panel, 7th component is at least 5, the contiguous block be connected as a single entity respectively by termination, respective two ends is vertically connected in the framework of main frame base surface and second component formation, rear panel is a rectangular flat, and is fixed on the inner side of the 7th component by web member; Front apron is the strip plate of a rectangle, and its two ends are fixed on inside front two first member lower of main frame by web member.
The the first to seven component in said apparatus is joist steel.
The framework of to be a cross sectional shape the be del of the fixed mounting base in the hydraulicefficiency elevation structure of said apparatus, be also provided with in the framework of del one with on fixingly cut with scissors the reinforcement being positioned at same axis.
Baffle plate in the side plate frame of said apparatus is 4 ~ 8 pieces, and on the inner concave of every block rectangle baffle plate, left and right is provided with a handle, with convenient for assembly along its length.
The present invention has following good effect:
1, because the geomechanical model test device for testing Rock Slope Stability provided by the invention can study the stability against sliding of different rock side slope at cumulative external load effect slope rock mass, the actual effect etc. of failure mechanism and strengthening of foundation measure, has thus filled up the blank that there is no this kind of test unit at present.
2, due in the geomechanical model test device for testing Rock Slope Stability provided by the invention not only the installation site of both sides sheet frame can change different angles according to testing requirements in main frame, and also match by the frid of to be the frid of interior hypotenuse and side be the side of design outer hypotenuse, guarantee steadily side plate frame to be fixed on relevant position with web member, thus widely applicable, the testing requirements of different angles rock side slope can be met.
3, the geomechanical model test apparatus design for testing Rock Slope Stability provided by the invention is ingenious, structure simple, and processing and fabricating is easy, easy to operate.
Accompanying drawing explanation
Fig. 1 is the perspective view of apparatus of the present invention.
Fig. 2 is that in apparatus of the present invention, main frame is positioned at the perspective view on base and bracing frame.
Fig. 3 is the left side TV structure schematic diagram of apparatus of the present invention.
Fig. 4 is the backsight structural representation of apparatus of the present invention.
Fig. 5 is the main TV structure enlarged diagram of moveable hinge in apparatus of the present invention.
Fig. 6 is the main TV structure enlarged diagram of the lower fixing hinge in apparatus of the present invention hydraulicefficiency elevation structure.
Fig. 7 is the main TV structure enlarged diagram of upper fixing hinge in apparatus of the present invention hydraulicefficiency elevation structure and fixed mounting base.
Fig. 8 is the perspective view of baffle plate in apparatus of the present invention side plate frame.
Fig. 9 is the perspective view in apparatus of the present invention after both sides sheet frame parallel rotation certain angle.
Figure 10 is the plan structure schematic diagram of (have ignored underframe) after both sides sheet frame parallel rotation certain angle in apparatus of the present invention.
The annexation spatial structure enlarged diagram of the 6th component in the frid of Figure 11 to be side that in apparatus of the present invention, side plate frame front portion in right side increases be interior hypotenuse and side plate frame.
The main TV structure enlarged diagram of annexation of the 6th component in the frid of Figure 12 to be side that in apparatus of the present invention, after both sides sheet frame parallel rotation certain angle, side plate frame front portion in right side increases be interior hypotenuse and side plate frame.
Figure 13 is that the A-A of Figure 12 is to sectional structure schematic diagram.
The annexation spatial structure enlarged diagram of the 6th component in Figure 14 to be side that in apparatus of the present invention, after both sides sheet frame parallel rotation certain angle, side plate frame rear portion, right side increases be frid of outer hypotenuse and side plate frame.
The main TV structure enlarged diagram of annexation of the 6th component in Figure 15 to be side that in apparatus of the present invention, after both sides sheet frame parallel rotation certain angle, side plate frame rear portion, right side increases be frid of outer hypotenuse and side plate frame.
Figure 16 is that the B-B of Figure 15 is to sectional structure schematic diagram.
In figure, 1-base, 1-1-rectangle frame, 1-2-be fixedly connected with bar, 2-bracing frame, 2-1-the first support column, 2-2-the second support column, 2-3-reinforcement skewback, 3-moveable hinge, 4-hydraulicefficiency elevation structure, 4-1-hydraulic jack, 4-2-lower fixing hinge, 4-3-upper fixing hinge, 4-4-fixed mounting base, 5-main frame, 5-1-the first component, 5-2-second component, 5-3-contiguous block, 5-4-underframe, 5-4-1-the 3rd component, 5-4-2-the 4th component, 5-5-base plate, 6-side plate frame, 6-1-the 5th component, 6-2-the 6th component, 6-3-baffle plate, 6-4-handle, 7-rear sheet frame, 7-1-the 7th component, 7-2-rear panel, 8-front apron, the frid of 9-interior hypotenuse, the frid of 10-outer hypotenuse, 11-buttress brace.
Embodiment
Provide embodiment below in conjunction with accompanying drawing and the present invention is further illustrated; given embodiment can not be interpreted as limiting the scope of the invention, and the nonessential improvement of professional and technical personnel done by the content of the invention described above and design philosophy and adjustment also should belong to protection scope of the present invention.
Embodiment 1
As shown in Figure 1, what the present embodiment provided comprises base 1, bracing frame 2, moveable hinge 3, hydraulicefficiency elevation structure 4, main frame 5, side plate frame 6, rear sheet frame 7, front apron 8 and buttress brace 11 for the geomechanical model test device testing Rock Slope Stability.
Base 1 fixedly mounts on the ground, is to be made up of the bar 1-2 that is fixedly connected with that a rectangle frame 1-1 is parallel with being positioned at rectangle frame two, and wherein one is fixedly connected with the postmedian that bar is positioned at rectangle frame, and another root is fixedly connected with the middle front part that bar is positioned at rectangle frame, sees Figure 10.Bracing frame 2 is fixed on base 1, by the first support column 2-1, second support column 2-2 and reinforcement skewback 2-3 is formed, first support column 2-1 has 2 at least, be fixed on the rear portion of base 1 respectively side by side, first support column of the present embodiment has 5, second support column 2-2 mates with the first support column also 5, what be fixed on base 1 middle front part respectively side by side is fixedly connected with on bar 1-2, see Figure 10, and the first support column is higher than the second support column, to form ladder supports frame, each second support column corresponding respectively has 2 pieces to strengthen skewback 2-3, lay respectively at both sides before and after each second support column 2-2, to form the triangular support of high strength, see Fig. 3.Moveable hinge 3 to be fixed on the second support column 2-2 end face and to be connected with bottom main frame 5, and it is identical with the first support column height to be fixed on the height formed after on the second support column end face, sees Fig. 3,5.Hydraulicefficiency elevation structure 4 is at least 2, and the parallel postmedian be positioned at below main frame 5, the present embodiment is 3, sees Figure 10.Each hydraulicefficiency elevation structure is by hydraulic jack 4-1, lower fixing hinge 4-2, upper fixing hinge 4-3 and fixed mounting base 4-4 is formed, hydraulic jack 4-1 two ends is connected on lower fixing hinge 4-2 and upper fixing hinge 4-3 respectively, what lower fixing hinge 4-2 tilted to be fixed on base postmedian rearwardly and upwardly is fixedly connected with on bar 1-2, upper fixing hinge 4-3 tilts to be connected to the rear lower of main frame 5 by fixed mounting base 4-4 forward downward, see Fig. 3, 6, the wherein framework of fixed mounting base 4-4 to be a cross sectional shape be del, also be provided with in the framework of del one with on fixing cut with scissors the reinforcement that 4-3 is positioned at same axis, see Fig. 7.Main frame 5 is by the first component 5-1, second component 5-2, underframe 5-4 and base plate 5-5 is formed, as shown in Figure 2, first component 5-1 is 4, the contiguous block 5-3 be connected as a single entity respectively by termination, one end is vertically connected on the corner in base plate 5-5 face, second component 5-2 has 3, the other end of 4 first components is connected as a single entity by the contiguous block 5-3 be connected as a single entity respectively by termination, two ends, the similar grid of underframe 5-4, be made up of staggered being fixed with one of the 3rd component 5-4-1 and the 4th component 5-4-2, base plate 5-5 is fixed on underframe 5-4, underframe 5-4 is connected with moveable hinge 3 again.In order to make the first component of main frame, framework that second component is formed is more firm, and main frame front side top is also provided with a buttress brace 11.Side plate frame 6 is two, lays respectively in the framework of main frame 5 left and right sides.Each side plate frame 6 is by the 5th component 6-1, 6th component 6-2 and baffle plate 6-4 is formed, 5th component 6-1 is 2, the parallel both sides being up and down positioned at side plate frame 6, be positioned at following 1 to be connected with the base plate 5-5 of main frame by lower side, 1 that is positioned at top is connected with the second component 5-2 of main frame by upper side edge, 6th component 6-2 has 3, the contiguous block 6-3 be connected as a single entity respectively by termination, respective two ends is vertical and be parallel to each other and be connected to inside 2 the 5th component 6-1, each 1 of two ends, middle 1, baffle plate 6-4 is at least 2 pieces, in order to reduce the weight of every block, lighter when being convenient to assemble, the present embodiment is 8 pieces, 4 pieces one group is fixed in two inside casings of the 5th component 6-1 and the 6th component 6-2 formation respectively, the rectangular slab that every block baffle plate 6-4 is spill by a cross sectional shape is formed, and by the flanging of its surrounding respectively with the 5th component, 6th component and adjacent baffle plate are connected, see Fig. 3.Conveniently assemble, on the inner concave of every block rectangle baffle plate 6-4, left and right is also provided with a handle 6-5 along its length, sees Fig. 8.Rear sheet frame 7 is made up of the 7th component 7-1 and rear panel 7-2,7th component 7-1 is at least 5, the contiguous block be connected as a single entity respectively by termination, respective two ends is vertically connected in the framework of main frame base plate 5-5 face and second component 5-2 formation, rear panel 7-2 is a rectangular flat, and the inner side of the 7th component 7-1 is fixed on by web member, see Fig. 4; Described front apron 8 is the strip plate of a rectangle, and its two ends are fixed on front two first component 5-1 lower inside of main frame by web member.
If according to simulation context and the lineament of rock side slope, when needing the installation site of test unit side plate frame 6 to change in main frame 5, the position that side plate frame 2 the 5th component 6-1 can be connected with second component 5-2 with the base plate 5-5 of main frame is respectively taken apart, moved to suitable position, as Fig. 9, position shown in 10, then outside two of each side plate frame 6, be connected to the frid 10 that the frid 9 that side is interior hypotenuse and side are outer hypotenuse again, as shown in Figure 11 ~ 16, and frid 9 outside passing through two, the hypotenuse of 10 and the rear panel 7-2 of front apron 8 and rear sheet frame are connected.
Claims (9)
1. one kind for testing the geomechanical model test device of Rock Slope Stability, it is characterized in that this device comprises base (1), bracing frame (2), moveable hinge (3), hydraulicefficiency elevation structure (4), main frame (5), side plate frame (6), rear sheet frame (7) and front apron (8), wherein bracing frame (2) is fixed on base (1), main frame (5) is fixed on bracing frame (2), hydraulicefficiency elevation structure (4) is positioned between base (1) and main frame (5), base (1) postmedian is fixed in its one end, the other end tiltedly stretches to the rear bottom being fixed on main frame (5), moveable hinge (3) is fixed between the front bottom of main frame (5) and bracing frame (2), side plate frame (6) has two, be fixed on main frame (5) both sides respectively, rear sheet frame (7) is fixed on main frame (5) rear side, front apron (8) is connected to main frame (5) front lower portion.
2. the geomechanical model test device for testing Rock Slope Stability according to claim 1, it is characterized in that also being provided with buttress brace (11) in this device, this buttress brace (11) is positioned at main frame (5) front side top.
3. the geomechanical model test device for testing Rock Slope Stability according to claim 1, it is characterized in that when the installation site of this device latus inframedium frame (6) changes in main frame (5), both sides sheet frame (6) two outside be also connected to the frid (10) that frid (9) that side is interior hypotenuse and side are outer hypotenuse, the angle of frid hypotenuse is different with the difference of the installation site of side plate frame (6).
4. the geomechanical model test device for testing Rock Slope Stability according to claim 1 or 2 or 3, it is characterized in that base described in this device (1) is made up of the bar (1-2) that is fixedly connected with that a rectangle frame (1-1) is parallel with being positioned at rectangle frame two, wherein one is fixedly connected with the postmedian that bar is positioned at rectangle frame, and another root is fixedly connected with the middle front part that bar is positioned at rectangle frame, support frame as described above (2) is fixed on base (1), by the first support column (2-1), second support column (2-2) and reinforcement skewback (2-3) are formed, first support column (2-1) has 2 at least, be fixed on the rear portion of base (1) respectively side by side, second support column (2-2) mates with the first support column (2-1) at least also 2, what be fixed on base middle front part respectively side by side is fixedly connected with on bar (1-2), and the first support column is higher than the second support column, to form ladder supports frame, each second support column (2-2) corresponding respectively has 2 pieces to strengthen skewback (2-3), lay respectively at both sides before and after each second support column, to form the triangular support of high strength, described moveable hinge (3) to be fixed on the second support column (2-2) end face and to be connected with main frame (5) bottom, and the height being fixed on formation after on the second support column end face is identical with the first support column height, described hydraulicefficiency elevation structure (4) is at least 2, the parallel postmedian being positioned at main frame (5) below, each hydraulicefficiency elevation structure is by hydraulic jack (4-1), lower fixing hinge (4-2), upper fixing hinge (4-3) and fixed mounting base (4-4) are formed, hydraulic jack (4-1) two ends is connected in lower fixing hinge (4-2) and upper fixing hinge (4-3) respectively, what lower fixing hinge (4-2) tilted to be fixed on base postmedian rearwardly and upwardly is fixedly connected with on bar, upper fixing hinge (4-3) tilts to be connected to the rear lower of main frame (5) by fixed mounting base (4-4) forward downward, described main frame (5) is by the first component (5-1), second component (5-2), underframe (5-4) and base plate (5-5) are formed, first component (5-1) is 4, the contiguous block (5-3) be connected as a single entity respectively by termination, one end is vertically connected on the corner in base plate (5-5) face, second component (5-2) has 3, the other end of 4 first components is connected as a single entity by the contiguous block (5-3) be connected as a single entity respectively by termination, two ends, the similar grid of underframe (5-4), be made up of the 3rd component (5-4-1) and staggered being fixed with one of the 4th component (5-4-2), base plate (5-5) is fixed on underframe (5-4), underframe (5-4) is connected with moveable hinge (3) again, described side plate frame (6) is two, lay respectively in the framework of main frame (5) left and right sides, each side plate frame (6) is by the 5th component (6-1), 6th component (6-2) and baffle plate (6-4) are formed, 5th component (6-1) is 2, the parallel both sides being up and down positioned at side plate frame, be positioned at following 1 to be connected with the base plate (5-5) of main frame by lower side, 1 that is positioned at top is connected with the second component (5-2) of main frame by upper side edge, 6th component (6-2) has 3, the contiguous block (6-3) be connected as a single entity respectively by termination, respective two ends is vertical and be parallel to each other and be connected to 2 the 5th components (6-1) inner sides, each 1 of two ends, middle 1, baffle plate (6-4) is at least 2 pieces, be fixed in two inside casings of the 5th component and the formation of the 6th component respectively, the rectangular slab that every block baffle plate (6-4) is spill by a cross sectional shape is formed, and by the flanging of its surrounding respectively with the 5th component, 6th component and adjacent baffle plate are connected.Described rear sheet frame (7) is made up of the 7th component (7-1) and rear panel (7-2), 7th component (7-1) is at least 5, the contiguous block be connected as a single entity respectively by termination, respective two ends is vertically connected in the framework of main frame base surface and second component formation, rear panel (7-2) is a rectangular flat, and is fixed on the inner side of the 7th component (7-1) by web member; Described front apron (8) is the strip plate of a rectangle, and its two ends are fixed on front two first component (5-1) lower inside of main frame by web member.
5. the geomechanical model test device for testing Rock Slope Stability according to claim 4, the framework of the fixed mounting base (4-4) that it is characterized in that in the hydraulicefficiency elevation structure (4) of this device to be a cross sectional shape be del, be also provided with in the framework of del one with on fixingly cut with scissors the reinforcement being positioned at same axis.
6. the geomechanical model test device for testing Rock Slope Stability according to claim 4, it is characterized in that the baffle plate (6-4) in the side plate frame (6) of this device is 4 ~ 8 pieces, on the inner concave of every block rectangle baffle plate (6-4), left and right is provided with a handle (6-5), with convenient for assembly along its length.
7. the geomechanical model test device for testing Rock Slope Stability according to claim 5, it is characterized in that the baffle plate (6-4) in the side plate frame (6) of this device is 4 ~ 8 pieces, on the inner concave of every block rectangle baffle plate (6-4), left and right is provided with a handle (6-5), with convenient for assembly along its length.
8. the geomechanical model test device for testing Rock Slope Stability according to claim 6, is characterized in that the baffle plate (6-4) in the side plate frame (6) of this device is 8 pieces.
9. the geomechanical model test device for testing Rock Slope Stability according to claim 7, is characterized in that the baffle plate (6-4) in the side plate frame (6) of this device is 8 pieces.
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| CN104965061A (en) * | 2015-07-31 | 2015-10-07 | 石家庄铁道大学 | Assembled type multifunctional model experiment trough |
| CN105865910A (en) * | 2016-06-15 | 2016-08-17 | 湖南大学 | Rocky slope structural plane hydrodynamic pressure simulation test system |
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| CN104965061A (en) * | 2015-07-31 | 2015-10-07 | 石家庄铁道大学 | Assembled type multifunctional model experiment trough |
| CN105865910A (en) * | 2016-06-15 | 2016-08-17 | 湖南大学 | Rocky slope structural plane hydrodynamic pressure simulation test system |
| CN105865910B (en) * | 2016-06-15 | 2018-08-17 | 湖南大学 | A kind of slope structure face of rock quality flowing pressure simulated testing system |
| CN106949875A (en) * | 2017-05-23 | 2017-07-14 | 中国电建集团成都勘测设计研究院有限公司 | Suitable for the physical analog test apparatus of slope deformation destruction |
| CN107727424A (en) * | 2017-11-06 | 2018-02-23 | 云南省交通规划设计研究院 | The geomechanics model experimental provision and method of a kind of rock slope with along layer near cut stability |
| CN107727424B (en) * | 2017-11-06 | 2023-09-26 | 云南省交通规划设计研究院 | Geomechanical model experimental device and method for stability of bedding rock slope |
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| CN108120818B (en) * | 2017-11-29 | 2020-07-31 | 中国神华能源股份有限公司 | Similar simulation experiment table |
| CN110470517A (en) * | 2019-08-27 | 2019-11-19 | 四川大学 | The simulation production method at the nonopiate joint of multiple groups in a kind of geomechanical model test |
| CN110702062A (en) * | 2019-09-06 | 2020-01-17 | 山东科技大学 | Plane movement deformation measurement system and application thereof in two-dimensional analog simulation experiment |
| CN110702062B (en) * | 2019-09-06 | 2020-11-17 | 山东科技大学 | Plane movement deformation measurement system and application thereof in two-dimensional analog simulation experiment |
| CN112798403A (en) * | 2021-03-05 | 2021-05-14 | 中国电建集团成都勘测设计研究院有限公司 | Model test device and method for measuring rock slope stability safety coefficient |
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