CN107386193B - River library bank slope ecological safeguard structure working performance simulator and method - Google Patents

River library bank slope ecological safeguard structure working performance simulator and method Download PDF

Info

Publication number
CN107386193B
CN107386193B CN201710593802.1A CN201710593802A CN107386193B CN 107386193 B CN107386193 B CN 107386193B CN 201710593802 A CN201710593802 A CN 201710593802A CN 107386193 B CN107386193 B CN 107386193B
Authority
CN
China
Prior art keywords
physical model
hinged
framed bent
fixed
fixed link
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201710593802.1A
Other languages
Chinese (zh)
Other versions
CN107386193A (en
Inventor
王俊杰
陈大伟
邱珍锋
赵天龙
赵迪
汪魁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chen Xuelian
Original Assignee
Chongqing Jiaotong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing Jiaotong University filed Critical Chongqing Jiaotong University
Priority to CN201710593802.1A priority Critical patent/CN107386193B/en
Publication of CN107386193A publication Critical patent/CN107386193A/en
Application granted granted Critical
Publication of CN107386193B publication Critical patent/CN107386193B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B1/00Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
    • E02B1/02Hydraulic models

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The present invention discloses a kind of river library bank slope ecological safeguard structure working performance simulator and method.Device part includes the sliding unstability analyzer for measuring the bulk solid physical model sliding unstability gradient, the fixed frame of sliding unstability analyzer for fixed sliding unstability analyzer, for limiting the shot block stone physical model installing structure of bulk solid physical model surrounding and lower edge, for changing the supporting structure of the simulator varied angle of shot block stone model installing structure angle, for other structures being fixed and being realized the pedestal of the simulator of shot block stone model installing structure angle change, for fixing plant stake physical model and realizing the entopic plant stake physical model installing structure of plant stake physical model.Can to the different bank slope gradients, river under the different planting densities of different shot block stone types and plant stake, arrangement mode, bank slopes maintenance structure stability studied.Sufficient test basis is provided for the design and construction in river, bank slopes maintenance structure.

Description

River library bank slope ecological safeguard structure working performance simulator and method
Technical field
The present invention relates to a kind of rivers, indoor simulation device and the test of library bank ecological safeguard structure stabilization and working property Method field, in particular to river library bank slope ecological safeguard structure working performance simulator and method.
Background technique
River, library bank ecological safeguard structure be related to the stabilization of river library bank slope and the ecological problem in river, reservoir.So And at this stage largely using materials such as the chain brick of open-cell concrete, steel wire (TGXG) gabion gauze pad, eco-concretes River library bank slope protection technology is considered as " ecological vestige " although meeting the requirement of protection.But actually their ecology Effect is poor.From the ecological of material, the artificial materials such as concrete, earth working material in use there may be Some pairs of water quality of river have the substance of pollution, and material itself is not ecological enough;From price and safety, these materials Price is generally higher, intensity easily decays at any time, the reasons such as aging and corrosion occur, these technologies there is also project cost compared with Disadvantage high, long-term safety performance is poor;From using energy source, produces these artificial materials and usually require to consume more energy Source, or even more serious ground contamination environment, do not meet the theory of sustainable development.
With the enhancing of Public environmental attitude, river is improved, the ecological of bank slopes maintenance technology is increasingly becoming mainstream.How The natural materials such as plant, natural block stone are applied to actual river, is increasingly becoming in bank slopes maintenance engineering and is engaged in shore protection neck Scholar the problem of extremely paying close attention to of domain research, because these natural materials are inherently ecological first, the compatibility with environment It is good, good ecological effect, which is generated, for slope protection works has established important basis;Secondly, extensive, engineering is made with material source The advantages that valence is low, construction technology is simple;Furthermore the durability of slope protection works is good.This is because the natural block stone selected all is hard Firmly, the strong rock of weatherability can not consider the factor of building stones strength retrogression in the engineering services time limit, moreover, Plant haulm, which grows thicker and plant division effect, further enhance plant can to the restriction effect that block stone is displaced, and cause slope surface anti- The general safety stability of watch box system increases.
Optimal protection effect can be played for how the materials such as the natural block stone of research, plant combine, is generallyd use It is field test method, field test generally has the shortcomings that the test period is long, test input is high, and by natural environment The influence of the external force such as wind load, freeze thawing is big, it is difficult to obtain live data.In order to overcome the shortcomings of that field test method, the present invention mention A kind of river, library bank ecological safeguard structure be stable out and the indoor simulation device and test method of working property.
Summary of the invention
The object of the present invention is to provide a kind of river library bank slope ecological safeguard structure working performance simulator and methods.
To realize the present invention purpose and the technical solution adopted is that such, a kind of river library bank slope ecological safeguard structure work Performance simulation device and method, it is characterised in that: main includes sliding unstability analyzer, fixed frame, shot block stone physical model Installing system, supporting structure, pedestal and plant stake physical model installing system.
The shot block stone physical model installing system includes limiting side plate, rubber pad with holes, bottom plate and spigot-and-socket to limit Side plate.
In the plate face of the bottom plate, it is provided with several strip through-holes.The both ends of the bottom plate be separately installed with hinged pipe I and Hinged pipe II.Hinged pipe III is fixed with below the bottom plate.Three blocks of restriction side plates and one piece of spigot-and-socket limit side plate and enclose Rectangular frame.Three blocks of restriction side plates are fixed on a plate of the bottom plate.The both ends that spigot-and-socket limits side plate, which are plugged on, limits side The inner wall of plate.Spigot-and-socket limits side plate relative to hinged pipe II, closer to hinged pipe I.The rubber pad with holes is covered on described In the plate face of bottom plate.The rubber pad with holes is provided with through-hole corresponding with several strip through-holes.
The pedestal has a horizontal upper surface.The pedestal has two walking tracks being parallel to each other.Pedestal Adjacent two angle on, all have vertical hinged thick stick.The two hinged thick sticks are in the end of walking track.
The supporting structure includes moving trolley and two support rods.The moving trolley is located on track.It is driven by lead screw Moving trolley is along walking track sliding.One end of the support rod is hinged on moving trolley, the other end is hinged on the two of hinged pipe III Head.
Plant stake physical model installing system includes several upper framed bent fixed links, lower framed bent fixed link, plant stake physics mould Type fixing pipe, upper framed bent bolt and lower framed bent bolt
On the body of rod of the upper framed bent fixed link and lower framed bent fixed link, several hinge holes are all had.The upper framed bent is solid The both ends at the both ends of fixed pole and lower framed bent fixed link, are welded with hollow hinged pipe.
The lower end of the plant stake physical model fixing pipe, has card slot.Plant stake physical model fixing pipe it is upper End has jack.The side of the plant stake physical model fixing pipe, has upper and lower two through holes.The two through holes are equal Across card slot.
Several card slots for taking root in object stake physical model fixing pipe clamp a upper framed bent fixed link and a lower framed bent is fixed Bar.Hinge hole in through hole and upper and lower framed bent fixed link is inserted into using bolt so that a upper framed bent fixed link, under one Framed bent fixed link and several plants stake physical model fixing pipe are hinged.
The hinged thick stick has from top to bottom there are three hinge joint.The both ends of hinged pipe I are hinged on the interface point of the top.If The hollow hinged tube side-by-side of dry upper framed bent fixed link one end is hinged on intermediate hinge joint.The sky of several lower framed bent fixed link one end The hinged tube side-by-side of the heart is hinged on the hinge joint of bottom.
The both ends of the hinged pipe II are respectively hinged in a hinge strip.Several upper other end of skies of framed bent fixed link The hinged tube side-by-side of the heart is hinged in hinge strip.Several other end of hollow hinged tube side-by-sides of lower framed bent fixed link are hinged on hingedly On item.
The fixed frame includes cantilever, fixed column and power supply.
The fixed column lower end is fixed on the side of shot block stone physical model installing system.The fixed column is relative to hinge Adapter tube I, closer to hinged pipe II.One end of the cantilever is fixed in fixed column, and height is adjustable.The other end of the cantilever Positioned at the top of bottom plate.
The sliding unstability analyzer, conductive contact slide unstability gauge head, indicator light, fastening bayonet, conducting wire and clamp.
In its natural state, branch A and branch B are separated the clamp.The inside of the branch A and branch B has conduction Contact.In a compressed state, when bulk solid physical model glides, branch A and branch B are close, until the conduction of the two Contact combines.The indicator light is by power supply power supply.A piece conducting wire of indicator light disconnects, the both ends of disconnection be separately connected branch A and Conductive contact on branch B.
It treats branch A and is fixed on the cantilever by fastening bayonet.The lower end the branch B is installed by fixed link.It is described solid Fixed pole lower end is fixed with sliding unstability gauge head.The sliding unstability gauge head is sheet.When experiment, described in sliding unstability gauge head embedment In shot block stone above bottom plate.
Invention additionally discloses a kind of experimental methods based on above-mentioned apparatus, which comprises the following steps:
1) assembled device is plugged the plant stake physical model for needing quantity in plant stake physical model fixing pipe, plants The selection of object stake physical model need to have certain rigidity, can bear the sliding force of bulk solid physical model, and do not deform, such as Select galvanized wire.Moving trolley is driven by adjusting lead screw, so that shot block stone physical model installing system is horizontal.By shot The uniform spreading of block stone physical model is into the rectangle frame of shot block stone physical model installing system.
2) functional reliability of sliding unstability analyzer is examined.
3) screw rod driving moving trolley is mobile, so that shot block stone physical model installing system tilts.When it is tilted to centainly When angle, bulk solid physical model will appear whole or local downslide unstability or particle tumbles phenomenon, at this point, in bulk solid object Sliding unstability gauge head under the action of managing model sliding force, in above-mentioned sliding unstability analyzer can be pushed, and then make two conductions Contact touches together, and power supply forms access, and indicator light lights, and can measure shot with the use of horizontal ruler and protractor at this time The slope surface slip angle of body physical model.
The solution have the advantages that unquestionable:
(1) it can be put into multiple analog material in shot block stone physical model installing structure, it can be to different designs situation Under river, library bank ecological safeguard structure is stable and working property is simulated.
(2), can be under actual conditions since plant stake physical model installing structure is rotatable part, plant exists The direction of growth on bank slope is simulated, and the authenticity of simulation is conducive to.
(3) simulator simple structure, it is easy to operate.
Detailed description of the invention
Fig. 1 is that a kind of river proposed by the present invention, library bank ecological safeguard structure be stable and the indoor simulation dress of working property The structural schematic diagram set;
Fig. 2 is the structural schematic diagram that unstability analyzer is slided in the present invention;
Fig. 3 is the structural schematic diagram for sliding the fixed frame of unstability analyzer;
Fig. 4 is the structural schematic diagram of shot block stone physical model installing structure;
Fig. 5 is the structural schematic diagram of rubber pad with holes in shot block stone physical model installing structure;
Fig. 6 is the structural schematic diagram of shot block stone physical model installing structure insole board;
Fig. 7 is the structural schematic diagram that spigot-and-socket limits side plate in shot block stone physical model installing structure;
Fig. 8 is the structural schematic diagram of the supporting structure of simulator varied angle;
Fig. 9 is the structural schematic diagram of the pedestal of simulator;
Figure 10 is the structural schematic diagram of plant stake physical model installing structure;
Figure 11 is plant stake physical model fixed form schematic diagram.
In figure: sliding unstability analyzer (110), conductive contact (111) are slided unstability gauge head (112), indicator light (113), Fasten bayonet (114), conducting wire (115), clamp (116)
Fixed frame (120), cantilever (121), fixed column (122), power supply (123)
Shot block stone physical model installing system (130) limits side plate (131), rubber pad with holes (132), bottom plate (133), hinged pipe I (1331), hinged pipe II (1332), hinged pipe III (1333), strip through-hole (1334), spigot-and-socket limit Side plate (134)
Supporting structure (140), support rod (141), moving trolley (142)
Pedestal (150), screw rod (151), hinged thick stick (152), walking track (153)
Plant stake physical model installing system (160), upper framed bent fixed link (161), lower framed bent fixed link (162), plant Stake physical model fixing pipe (163), bolt (164), hinge strip (165), hollow hinged pipe (166), plant stake physical model (167)。
Specific embodiment
Below with reference to embodiment, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention only It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used With means, various replacements and change are made, should all include within the scope of the present invention.
Embodiment 1:
The present embodiment discloses a kind of river library bank slope ecological safeguard structure working performance simulator and method, and main includes sliding Dynamic unstability analyzer 110, fixed frame 120, shot block stone physical model installing system 130, supporting structure 140, pedestal 150 and plant Object stake physical model installing system 160.
The shot block stone physical model installing system 130 includes limiting side plate 131, rubber pad with holes 132, bottom plate 133 Side plate 134 is limited with spigot-and-socket.
In the plate face of the bottom plate 133, it is provided with several strip through-holes 1334.It installs respectively at the both ends of the bottom plate 133 There are hinged pipe 1331 and hinged pipe 1332.The lower section of the bottom plate 133 is fixed with hinged pipe 1333.Three blocks of restriction side plates 131 and one piece of spigot-and-socket limit side plate 134 and surround rectangle frame.Three pieces of plate faces for limiting side plate 131 and being fixed on bottom plate 133 On.The both ends that spigot-and-socket limits side plate 134 are plugged on the inner wall for limiting side plate 131.Spigot-and-socket limits side plate 134 relative to hinged Pipe 1332, closer to hinged pipe 1331.The rubber pad with holes 132 is covered in the plate face of the bottom plate 133.The rubber with holes Rubber mat 132 is provided with through-hole 1321 corresponding with several strip through-holes 1334.
The pedestal 150 has a horizontal upper surface.The pedestal 150 has two walking tracks being parallel to each other 153.On adjacent two angle of pedestal 150, vertical hinged thick stick 152 is all had.The two hinged thick sticks 152 are in walking track 153 end.
The supporting structure 140 includes moving trolley 142 and two support rods 141.The moving trolley 142 is located at track 153 On.Moving trolley 142 is driven to slide along walking track 153 by lead screw 151.One end of the support rod 141 is hinged on moving trolley On 142, the other end be hinged on the both ends of hinged pipe 1333.
Plant stake physical model installing system 160 includes several upper framed bent fixed links 161, lower framed bent fixed link 162, plant Stake physical model fixing pipe 163, upper framed bent bolt 164 and lower framed bent bolt 165
On the body of rod of the upper framed bent fixed link 161 and lower framed bent fixed link 162, several hinge holes are all had.On described The both ends at the both ends of framed bent fixed link 161 and lower framed bent fixed link 162, are welded with hollow hinged pipe 166.
The lower end of the plant stake physical model fixing pipe 163, has card slot 1631.The plant stake physical model is fixed The upper end of pipe 163 has jack 1633.The side of the plant stake physical model fixing pipe 163, has upper and lower two through holes 1632.The two through holes 1632 both pass through card slot 1631.
Several card slots 1631 for taking root in object stake physical model fixing pipe 163 clamp a upper framed bent fixed link 161 and one Lower framed bent fixed link 162.Hinge hole on through hole 1632 and upper and lower framed bent fixed link is inserted into using bolt 164, so that one Upper 161, lower framed bent fixed links 162 of framed bent fixed link and several plants stake physical model fixing pipe 163 are hinged.
The hinged thick stick 152 has from top to bottom there are three hinge joint.The both ends of hinged pipe 1331 are hinged on the friendship of the top Contact.The hollow hinged pipe 166 of several upper 161 one end of framed bent fixed link is hinged on intermediate hinge joint side by side.Several lower framed bents The hollow hinged pipe 166 of 162 one end of fixed link is hinged on the hinge joint of bottom side by side.
The both ends of the hinged pipe 1332 are respectively hinged in a hinge strip 165.Several upper framed bent fixed links 161 are in addition The hollow hinged pipe 166 of one end is hinged on side by side in hinge strip 165.Several other end of hollow hinges of lower framed bent fixed link 162 Adapter tube 166 is hinged on side by side in hinge strip 165.
The fixed frame 120 includes cantilever 121, fixed column 122 and power supply 123.
122 lower end of fixed column is fixed on the side of shot block stone physical model installing system 130.The fixed column 122 relative to hinged pipe 1331, closer to hinged pipe 1332.One end of the cantilever 121 is fixed in fixed column 122, and high It spends adjustable.The other end of the cantilever 121 is located at the top of bottom plate 133.
The sliding unstability analyzer 110, conductive contact 111, slide unstability gauge head 112, and indicator light 113 fastens bayonet 114, conducting wire 115 and clamp 116.
In its natural state, branch A and branch B are separated the clamp 116.The inside of the branch A and branch B, which has, leads Electric contact.In a compressed state, when bulk solid physical model glides, branch A and branch B are close, until the two is led Electric contact combines.The indicator light 113 is powered by power supply 123.A piece conducting wire 115 of indicator light 113 disconnects, the both ends point of disconnection It Lian Jie not conductive contact on branch A and branch B.
It treats branch A and is fixed on the cantilever 121 by fastening bayonet 114.The lower end the branch B is installed by fixed link 117.117 lower end of fixed link is fixed with sliding unstability gauge head 112.The sliding unstability gauge head 112 is sheet.When experiment, Sliding unstability gauge head 112 is embedded in the shot block stone of 133 top of bottom plate.
Embodiment 2:
The primary structure of the present embodiment is with embodiment 1, further:
Sliding unstability analyzer is used to measure the sliding that bulk solid physical model occurs in bank slope protection structure physical model Unstable failure.Fixed frame by sliding unstability analyzer is fixed with shot block stone physical model installing structure.
Sliding unstability analyzer fixed frame is bell and spigot frame, and installation is to arrange ecological bank slope protection structure physics mould It is carried out after type, it in this way can be in order to the arrangement of physical model.
Shot block stone physical model installing structure includes limiting plate, rubber pad with holes and bottom plate, with simulator angle Supporting structure, the plant stake physical model installing structure of degree are connected with the pedestal of simulator;The placement of shot block stone physical model Shot block stone physical model limiting plate in structure is in the top layer of shot block stone physical model installing structure comprising limits Side plate limits lower plate and spigot-and-socket restriction side plate.
The size for limiting lower plate in limiting plate is 500 × 500mm, and surface is provided with 289 through holes, through hole Flat shape is two semicircles (radius 5mm) plus a rectangle (5 × 10mm), and the centroid of each through hole is away from being 25mm.
It limits side plate and restriction lower plate is affixed, it is highly 50mm that the size for enclosing region, which is 450 × 450mm,.
Spigot-and-socket limits side plate as movable part, and height can carry out cutting adjustment according to the test under different operating conditions, Adjusting range is between 0~50mm.
Rubber pad with holes, planar dimension is 500 × 500mm, with a thickness of 2mm.Surface is provided with 289 round through holes, Aperture is 1mm.The position of round through hole is opened with restriction bottom plate surface in above-mentioned shot block stone physical model limiting plate to be passed through The centroid of perforation is consistent.
Except in addition to the fixing axle of the pedestal of simulator and the supporting structure of simulator varied angle, the planar dimension of bottom plate For 500 × 500mm, surface is provided with 289 through holes, and the flat shape of through hole adds one long for two semicircles (radius 5mm) Rectangular (5 × 10mm), the centroid of each through hole is away from being 25mm.
In addition, shot block stone physical model installing structure is provided with 18 through holes, each 9 of two sides are symmetric, are used for Limiting plate, rubber pad with holes and bottom plate in above-mentioned shot block stone physical model installing structure is fixed as an entirety.
Plant stake physical model installing structure is located at shot block stone physical model installing structure lower part, with shot block stone object Reason model installing structure is connected with pedestal, is rotary structure, including plant stake physical model fixing pipe and two it is block-shaped greatly Small consistent framed bent.Plant stake physical model fixing pipe upper end is provided with a non-through hole, aperture 1mm.Two block-shaped sizes Consistent framed bent, every piece of framed bent take root in object stake physical model fixing pipe in addition to the fixing axle that two sides are connected with pedestal, including 17 Fixed link, the cross sectional thickness of every fixed link can guarantee the plant stake physics in above-mentioned plant stake physical model installing structure The insertion and fixation of model fixing pipe.
The supporting structure of simulator varied angle is located at plant stake physical model installing structure lower part, with shot block stone object Reason model installing structure is connected with pedestal;The supporting structure of simulator varied angle includes moving trolley and support rod, and support rod is Rotary structure.
Pedestal is located at the lower part of entire simulator, plays the role of connection and fixed entire simulator comprising silk Bar, other structures fixed column, above-mentioned simulator varied angle supporting structure moving trolley limited post and moving trolley track.
Embodiment 3:
The present embodiment discloses a kind of experimental method based on 1 described device of embodiment, which is characterized in that including following step It is rapid:
1) assembled device is plugged the plant stake physical model for needing quantity in plant stake physical model fixing pipe, plants The selection of object stake physical model need to have certain rigidity, can bear the sliding force of bulk solid physical model, and do not deform, such as Select galvanized wire.Moving trolley is driven by adjusting lead screw, so that shot block stone physical model installing system is horizontal.By shot The uniform spreading of block stone physical model is into the rectangle frame of shot block stone physical model installing system.It is worth noting that can not touch Curved plant stake physical model, if plant stake physical model touched it is curved, can be before shot block stone physical model be leveled by plant stake Physical model straightening.The spreading upper surface of shot block stone physical model need basic horizontal and on limiting plate along concordant.Work as plant When stake physical model is overstocked, can multiple spreading on a small quantity, and it is flat to cooperate geotechnological knife to apply shot block stone physical model upper surface.
2) functional reliability of sliding unstability analyzer is examined: reliable to its after the power supply of sliding unstability analyzer is connected Property test, after manually contacting conductive contact, if indicator light lights, it is effective to slide unstability analyzer, can be connect The test got off.If indicator light is reactionless, whether need has electricity, conducting wire whether to connect complete and conductive contact to power supply is It is no to be checked with beam conduction.In addition, also needing to check the rotation on sliding unstability analyzer, slide unit, really Protecting it can work normally, when necessary coating lubricating oil.
It slides the installation of unstability analyzer: after the completion of shot block stone physical model arrangement, unstability will be slided using fixed frame Analyzer is fixed on shot block stone physical model installing structure, and after powering on, sliding unstability gauge head is inserted into bulk solid object It manages in model, and keep the lower edge of sliding unstability gauge head and the lower edge of bulk solid physical model to have to guarantee to slide unstability gauge head The distance normally swung.Sliding unstability gauge head need to be directed at the middle line between two avenue system object stake physical models, not may occur in which deflection.
3) screw rod driving moving trolley 142 is mobile, so that shot block stone physical model installing system tilts.In embodiment, need Will slowly, at the uniform velocity, be rotated intermittently screw rod, the variation of immediate observation protection body physical model and indicator light while rotary screw Whether light.For guarantee test precision, screw rod often rotates a circle, and interval is primary, time 30s or so, such as bank slope protection body object Changing does not occur in reason model, and continues rotary screw, until bank slope protection body physical model changes.
When shot block stone physical model installing system is tilted a certain angle, bulk solid physical model will appear it is whole or Local downslide unstability or particle tumble phenomenon, at this point, under the action of bulk solid physical model sliding force, above-mentioned sliding unstability Unstability gauge head is slided in analyzer to be pushed, and then touches two conductive contacts together, and power supply forms access, indicator light It lights, can measure the slope surface slip angle of bulk solid physical model with the use of horizontal ruler and protractor at this time, and shot block Stone physical model individual particle is tumbled by range estimation judgement.

Claims (2)

1. a kind of river library bank slope ecological safeguard structure working performance simulator, it is characterised in that: main includes that sliding unstability is surveyed Determine instrument (110), fixed frame (120), shot block stone physical model installing system (130), supporting structure (140), pedestal (150) and Plant stake physical model installing system (160);
The shot block stone physical model installing system (130) includes limiting side plate (131), rubber pad with holes (132), bottom plate (133) and spigot-and-socket limits side plate (134);
In the plate face of the bottom plate (133), it is provided with several strip through-holes (1334);Pacify respectively at the both ends of the bottom plate (133) Equipped with hinged pipe I (1331) and hinged pipe II (1332);Hinged pipe III (1333) are fixed with below the bottom plate (133);Three Restriction side plate (131) described in block and one piece of spigot-and-socket limit side plate (134) and surround rectangle frame;Three pieces of restriction side plates (131) It is fixed in the plate face of bottom plate (133);The both ends that spigot-and-socket limits side plate (134) are plugged on the inner wall for limiting side plate (131);It holds The formula of inserting limits side plate (134) relative to hinged pipe II (1332), closer to hinged pipe I (1331);The rubber pad with holes (132) It is covered in the plate face of the bottom plate (133);The rubber pad with holes (132) is provided with corresponding with several strip through-holes (1334) Through-hole (1321);
The pedestal (150) has a horizontal upper surface;The pedestal (150) has two walking tracks being parallel to each other (153);On adjacent two angle of pedestal (150), vertical hinged thick stick (152) is all had;The two hinged thick sticks (152) are in The end of walking track (153);
The supporting structure (140) includes moving trolley (142) He Lianggen support rod (141);The moving trolley (142) is located at track (153) on;By lead screw (151) driving moving trolley (142) along walking track (153) sliding;One end of the support rod (141) It is hinged on moving trolley (142), the other end is hinged on the both ends of (1333) hinged pipe III;
Plant stake physical model installing system (160) includes several upper framed bent fixed links (161), lower framed bent fixed link (162), plants Object stake physical model fixing pipe (163), upper framed bent bolt (164) and lower framed bent bolt (165)
On the body of rod of the upper framed bent fixed link (161) and lower framed bent fixed link (162), several hinge holes are all had;On described The both ends at the both ends of framed bent fixed link (161) and lower framed bent fixed link (162), are welded with hollow hinged pipe (166);
The lower end of the plant stake physical model fixing pipe (163), has card slot (1631);The plant stake physical model is fixed The upper end of (163) is managed, is had jack (1633);The side of the plant stake physical model fixing pipe (163), has upper and lower two Through hole (1632);The two through holes (1632) both pass through card slot (1631);
Several card slots (1631) for taking root in object stake physical model fixing pipe (163) clamp one upper framed bent fixed link (161) and one Framed bent fixed link (162) under root;It is inserted into the hinge hole on through hole (1632) and upper and lower framed bent fixed link using bolt (164), So that one upper framed bent fixed link (161), a lower framed bent fixed link (162) and several plants stake physical model fixing pipe (163) hinged;
The hinged thick stick (152) has from top to bottom there are three hinge joint;The both ends of hinged pipe I (1331) are hinged on the friendship of the top Contact;The hollow hinged pipe (166) of several upper framed bent fixed link (161) one end is hinged on intermediate hinge joint side by side;Under several The hollow hinged pipe (166) of framed bent fixed link (162) one end is hinged on the hinge joint of bottom side by side;
The both ends of the hinged pipe II (1332) are respectively hinged on a hinge strip (165);Several upper framed bent fixed links (161) Other end of hollow hinged pipe (166) is hinged on side by side on hinge strip (165);Several lower framed bent fixed links (162) other one The hollow hinged pipe (166) at end is hinged on side by side on hinge strip (165);
The fixed frame (120) includes cantilever (121), fixed column (122) and power supply (123);
Fixed column (122) lower end is fixed on the side of shot block stone physical model installing system (130);The fixed column (122) relative to hinged pipe I (1331), closer to hinged pipe II (1332);One end of the cantilever (121) is fixed on fixed column (122) on, and height is adjustable;The other end of the cantilever (121) is located at the top of bottom plate (133);
The sliding unstability analyzer (110), conductive contact (111) are slided unstability gauge head (112), indicator light (113), fastening Bayonet (114), conducting wire (115) and clamp (116);
In its natural state, branch A and branch B are separated the clamp (116);The inside of the branch A and branch B has conduction Contact;In a compressed state, when bulk solid physical model glides, branch A and branch B are close, until the conduction of the two Contact combines;The indicator light (113) is powered by power supply (123);A piece conducting wire (115) of indicator light (113) disconnects, disconnection Both ends are separately connected the conductive contact on branch A and branch B;
It treats branch A and is fixed on the cantilever (121) by fastening bayonet (114);The lower end the branch B is installed by fixed link (117);Fixed link (117) lower end is fixed with sliding unstability gauge head (112);The sliding unstability gauge head (112) is sheet; When experiment, sliding unstability gauge head (112) is embedded in the shot block stone above the bottom plate (133).
2. a kind of experimental method based on claim 1 described device, which comprises the following steps:
1) assembled device is plugged the plant stake physical model for needing quantity, plant stake in plant stake physical model fixing pipe The selection of physical model need to have the bar of rigidity to drive moving trolley by adjusting lead screw, so that shot block stone physical model Installing system is horizontal;It will be in the rectangle frame of the shot uniform spreading of block stone physical model to shot block stone physical model installing system;
2) functional reliability of sliding unstability analyzer is examined;
3) screw rod driving moving trolley (142) is mobile, so that shot block stone physical model installing system tilts;When it is tilted to centainly When angle, bulk solid physical model will appear whole or local downslide unstability or particle tumbles phenomenon, at this point, in bulk solid object Sliding unstability gauge head under the action of managing model sliding force, in above-mentioned sliding unstability analyzer can be pushed, and then make two conductions Contact touches together, and power supply forms access, and indicator light lights, and can measure shot with the use of horizontal ruler and protractor at this time The slope surface slip angle of body physical model.
CN201710593802.1A 2017-07-20 2017-07-20 River library bank slope ecological safeguard structure working performance simulator and method Active CN107386193B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710593802.1A CN107386193B (en) 2017-07-20 2017-07-20 River library bank slope ecological safeguard structure working performance simulator and method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710593802.1A CN107386193B (en) 2017-07-20 2017-07-20 River library bank slope ecological safeguard structure working performance simulator and method

Publications (2)

Publication Number Publication Date
CN107386193A CN107386193A (en) 2017-11-24
CN107386193B true CN107386193B (en) 2019-09-17

Family

ID=60336293

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710593802.1A Active CN107386193B (en) 2017-07-20 2017-07-20 River library bank slope ecological safeguard structure working performance simulator and method

Country Status (1)

Country Link
CN (1) CN107386193B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108385596A (en) * 2018-02-01 2018-08-10 中铁建港航局集团勘察设计院有限公司 A kind of device and method of simulation test bank slope protection structural stability

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1312362C (en) * 2004-05-28 2007-04-25 中国科学院力学研究所 Analogic testing device for water induced landslide and method for monitoring shift of land top surface
CN204435306U (en) * 2015-01-09 2015-07-01 辽宁工程技术大学 A kind of simulation tailing dam ecological revetment system
CN106940366B (en) * 2017-03-31 2019-05-17 中国安全生产科学研究院 A kind of slope instability experimental rig

Also Published As

Publication number Publication date
CN107386193A (en) 2017-11-24

Similar Documents

Publication Publication Date Title
CN108760609B (en) A kind of environment simulation test system for realizing multiple physical field coupling
CN204514375U (en) A kind of anchored slope distortion intelligent monitor system
KR101354452B1 (en) Small-multiset rainfall-runoff simulator for lid technology experiment
Lai et al. Nonlinear analysis for the coupled problem of temperature, seepage and stress fields in cold-region tunnels
CN103117020B (en) Experimental facility for simulating shield tunnel dynamically boring causing ground loss and surface subsidence
CN105911231A (en) Urban underlying surface rainfall runoff infiltration simulation experiment system
Johnson Large-scale experimental and analytical seismic studies of a two-span reinforced concrete bridge system
CN102507136B (en) Riparian zone simulating and monitoring system
CN108691263A (en) One kind being based on civil engineering flatness detecting device
CN107386193B (en) River library bank slope ecological safeguard structure working performance simulator and method
CN109100299A (en) The simulator and method of bolted discontinuous rock accelerated corrosion under marosion environment
CN203941160U (en) Multi-functional indoor soil test device
CN208055993U (en) A kind of concrete segment for being laid with ecological revetment
CN210427564U (en) Geotechnical engineering landslide model test box
CN208921108U (en) A kind of construction site construction survey device
CN207780015U (en) Slope retaining model assay systems
Bellos et al. 2D flood modelling: The case of Tous dam break
CN209493274U (en) A kind of jacking apparatus of civil engineering
KR101592927B1 (en) Movable and Assemble Type Field Rainfall Simulator For LID Verification
CN205642869U (en) Modular adjustable undulation road surface testing arrangement
CN205642962U (en) Disturbed soil corrodes law research auxiliary assembly
CN105679177B (en) A kind of Underwater Slope scale model experimental monitoring device
Kresin Long-term stormwater infiltration through concrete pavers.
CN212409685U (en) Civil engineering measuring device
CN213629743U (en) A portable ultrasonic ranging device for civil engineering

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20200414

Address after: No. 107, Dahuang Road, Daping, Yuzhong District, Chongqing 400000

Patentee after: Chongqing Seekon Consulting Center

Address before: 400074 No. 66, Xuefu Avenue, Nan'an District, Chongqing

Patentee before: CHONGQING JIAOTONG University

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20230707

Address after: No.66, Xuefu Avenue, Nan'an District, Chongqing, 400000

Patentee after: CHONGQING JIAOTONG University

Address before: No.107, Dahuang Road, Daping, Yuzhong District, Chongqing

Patentee before: Chongqing Seekon Consulting Center

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20240126

Address after: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province

Patentee after: Dragon totem Technology (Hefei) Co.,Ltd.

Country or region after: China

Address before: No.66, Xuefu Avenue, Nan'an District, Chongqing, 400000

Patentee before: CHONGQING JIAOTONG University

Country or region before: China

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20240426

Address after: 518000, 808 Meizhou Building, No. 040 Longzhu Avenue, Nanshan District, Shenzhen, Guangdong Province

Patentee after: Chen Xuelian

Country or region after: China

Address before: 230000 floor 1, building 2, phase I, e-commerce Park, Jinggang Road, Shushan Economic Development Zone, Hefei City, Anhui Province

Patentee before: Dragon totem Technology (Hefei) Co.,Ltd.

Country or region before: China