CN205982264U - Test device of simulation shield constituent segmentation excavation - Google Patents

Test device of simulation shield constituent segmentation excavation Download PDF

Info

Publication number
CN205982264U
CN205982264U CN201620957846.9U CN201620957846U CN205982264U CN 205982264 U CN205982264 U CN 205982264U CN 201620957846 U CN201620957846 U CN 201620957846U CN 205982264 U CN205982264 U CN 205982264U
Authority
CN
China
Prior art keywords
shield
main shaft
shield machine
unit
model
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn - After Issue
Application number
CN201620957846.9U
Other languages
Chinese (zh)
Inventor
魏纲
朱田宇
崔程虹
许讯
蔡诗淇
洪子涵
其他发明人请求不公开姓名
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.)
Zhejiang University City College ZUCC
Original Assignee
Zhejiang University City College ZUCC
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 Zhejiang University City College ZUCC filed Critical Zhejiang University City College ZUCC
Priority to CN201620957846.9U priority Critical patent/CN205982264U/en
Application granted granted Critical
Publication of CN205982264U publication Critical patent/CN205982264U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The utility model provides a test device of simulation shield constituent segmentation excavation, connecting gradually and forming including a plurality of unit's shield structure machine, every unit shield constructs machine and all includes drive control unit, two rotatory shrink mechanisms and outer frames, the drive control unit includes three driving motor to and connect worm wheel screw rod, rear end connecting wire at every driving motor front end, three driving motor passes through the equidistant solid fixed ring of motor mounting difference around central at the main shaft, outer frame is that eight arc pieces connect gradually the component, connects through the stationary blade respectively between adjacent two arc pieces, and keeps there is the free gap between two adjacent arc pieces, be connected with rotatory shrink mechanism respectively at the both ends of main shaft, the utility model discloses a driving motor and the rotatory shrink range of gear control, rotatory shrink is control and stable easily, can contract earlier and afterwards expand, simulates the process that the shield constructs the loss of the machine excavation soil body completely.

Description

The assay device that a kind of simulation shield stagewise is excavated
Technical field
This utility model belongs to underground engineering technical field, the test dress that more particularly, to a kind of simulation shield stagewise is excavated Put.
Background technology
It is by 1 according to the model test apparatus that University Of Tianjin proposes:60 ratio, in view of moulded dimension is little, they exist Following deficiency:
1) the shield machine model of single-unit is only had to be shunk and expanded simulation, only study two-dimensional soil deformation;
2) shield machine is manual operation, and operation is comparatively laborious.
And for example team of Tongji University Zhu He Chinese group is with reference to prototype with the earth pressure balance shield machine of diameter 6.34m, manufactures The bivalve single-screw model shield of a diameter of 400mm, the digging cutterhead of this model shield and soil output are coaxial.Southwestern traffic He Chuan team of university, with earth pressure balance shield machine as prototype, designs and has manufactured a diameter of 520mm and 800mm earth pressure balanced Model shield pilot system, in view of this two model assay systems all carry out reduced scale cun with actual shield machine construction, thus maximum It is disadvantageous in that:
3) for indoor model test, cost is far above this set system homemade shield machine model test apparatus.
Utility model content
In order to solve above-mentioned technical problem, the purpose of this utility model is exactly to provide a kind of simulation shield stagewise to excavate Assay device it is proposed that with 1:The shield prototype of 20 scale smaller, by the design of stagewise, thus consider three-dimensional soil Body deforms, and with controlling shield machine using motor, it is convenient to run, and saves test period, employs the receipts of outer rigid housing simultaneously Contracting prototype causes the purpose of ground loss moreover it is possible to control the ground loss and more of degree of precision to reach simulation shield machine and run Plus the soil deformation of identical practical situation, it is that constructing tunnel provides truer, accurate experimental data with design, to ensure city The efficient and safety that shield tunnel is built.
This utility model provide a kind of simulation shield stagewise excavate assay device, including several unit shield machines according to Secondary be formed by connecting, each unit shield machine all includes drive control unit, Liang Ge rotating shrinking mechanism and outside framework, described driving Control unit includes three motors, and connects worm gear screw rod, rear end connecting wire in each motor front end;Three Motor is equidistantly secure around main shaft central authorities respectively by motor fixture;Outside framework is that eight arc-like sheets are sequentially connected Composition, is connected by stator respectively between two neighboring arc-like sheet, and maintains between activity between two neighboring arc-like sheet Gap;It is connected to rotating shrinking mechanism at the two ends of main shaft, rotating shrinking mechanism includes planetary gear, drive link, worm gear, interior Gear, sun wheel, strip rotor, slide mechanism, rotary head;Planetary gear passes through to be driven worm and wheel and is connected, internal gear and planet Gear is meshed, and the sun wheel being arranged on main shaft is meshed with planetary gear, and internal gear and strip rotor mid portion pass through to slide Motivation structure is connected;The rotary head fixing with main shaft of strip rotor one end is flexibly connected, the strip rotor other end with housing is set Stator on frame is flexibly connected.
Preferably, described rotary head is provided with 8 V-shaped groove mouths, 8 strip rotor one end correspond to respectively and are movably connected in 8 In individual V-shaped groove mouth.
Preferably, being connected by rubber Membrane cover between two neighboring unit shield machine.
Work process of the present utility model and operation principle are:Experiment soil box is installed and places this utility model test dress Put, then carrying out bankets simulates actual soil pressure in true construction environment, and this assay device is buried in the earth, controlling Under the control at end, assay device volume contracts, and realizes simulation ground loss phenomenon in tunneling for the shield machine.
Drive control unit:This assay device device utilizes multiple motors to drive, and motor rotates makes worm screw revolve Transhipment is dynamic, drives worm gear, by worm gear and worm screw, kinetic energy is delivered on planetary gear, solid after motor stop motion for making Determine volume and keep stable, be employed herein the self-locking performance of worm gear.Control end then can control every group of motor respectively, and one Group motor controls the motion of a unit shield machine, makes assay device realize Discrete control.
Rotating shrinking mechanism:For changing the area of circular section, reach change cylinder volume to reach simulation shield soil The purpose of loss, drives worm and gear motion by motor, transmits kinetic energy by the drive link being attached thereto and drives planet Wheel makes internal gear rotate, and internal gear is connected with strip rotor groove makes rotor rotate, and so that central shaft is rotated, using length after rotation Bar rotor rotates in central shaft circle centre position, so that the distance that the central shaft center of circle is fixed on strip rotor at outside framework is changed, Because frictional force, under the various factors such as external force, outside framework hardly along significantly rotating counterclockwise, under force to Contract, before and after rotation, the diameter of circular section there occurs change, so that the area in section changes therewith, by calculating requirement For reducing 5%.Outside framework is then made up of eight arc-like sheets, and its seam crossing prevents from leading in sandy soil entrance seam using polymorphic structure Stuck or can not shrink.
Assay device segmentation connects:Constituted one with one group of driver element, one group of rotating shrinking mechanism containing outside framework is combined Individual unit shield machine, each unit shield machine is all connected respectively at control end, and control end can be made can to control respectively by particular order The contraction of system unit shield machine, reaches the purpose of Discrete control, makes the data multistage that detection obtains, and produces similar to shield Machine push ahead during ground loss simulation.Immediately below each unit shield machine, horizontal alignment and support meanss are all installed, It is connected with rubber Membrane cover between unit shield machine and unit shield machine, so that each unit shield machine will not be offset, improve three-dimensional accuracy.
By the coordinate operation of above-mentioned assay device, make control end can control a unit shield machine respectively by particular order Contraction, pick up ground loss and progressively carry out, realize for the full simulation being really ground loss in constructing tunnel, coordinate other prison Survey equipment, be soil body delta data.
Compared with prior art, the beneficial effects of the utility model are:
1) use frame for movement, using rigid mechanical structure and shell, effective resistance to compression prevents deformation, makes data more smart Really.
2) adopt Discrete control, more conform to the data variation in realistic simulation.
3) control of device can be controlled by computer or Electronic Control end completely, is easy to operate stable, can be preferably Simulate multinomial experiment.
This utility model device, controls rotating shrinking amplitude using motor and gear, rotating shrinking easily controllable and Stable, can first shrink and expand afterwards, simulation shield machine excavates the process of ground loss completely.
This utility model device adopts multiple unit shield machine combinations, can adjust unit shield machine quantity in multiple models Carry out the simulation of different length in case, and combine between unit shield machine and unit shield machine conveniently.
This utility model device is simple and convenient, considers the impact to ground loss in running for the shield machine simultaneously, Using motor control also can preferably carry out related indoor model test.
Brief description
Fig. 1 is side structure schematic view of the present utility model;
Fig. 2 is stereochemical structure one schematic diagram of the present utility model;
Fig. 3 is another schematic diagram of stereochemical structure of the present utility model;
Accompanying drawing marks:Outside framework 1, stator 2, internal gear 3, planetary gear 4, sun wheel 5, rotary head 6, long rotor 7, drive link 8, fix bar 9, worm gear 10, worm screw 11, motor fixture 12 motor 13, central shaft 15.
Specific embodiment
Below in conjunction with the accompanying drawings specific embodiment of the present utility model is made a detailed explanation.
As shown in Figures 1 to 3, this utility model provides a kind of being embodied as of assay device of simulation shield stagewise excavation Example, is connected in sequence including several unit shield machines, and each unit shield machine all includes drive control unit, two rotations Contracting mechanism and outside framework 1, described drive control unit includes three motors 13, and in each motor 13 front end Connect worm gear 10 screw rod, rear end connecting wire;Three motors 13 by motor fixture 12 respectively equidistant retainer ring around In main shaft central authorities;Outside framework 1 is that eight arc-like sheets are sequentially connected composition, passes through stator between two neighboring arc-like sheet respectively 2 connections, and maintain free gap between two neighboring arc-like sheet;It is connected to rotating shrinking mechanism at the two ends of main shaft, Rotating shrinking mechanism includes planetary gear, drive link 8, worm gear 10, internal gear 3, sun wheel 5, strip rotor 7, slide mechanism, turns 6;Planetary gear is connected with worm gear 10 by drive link 8, and internal gear 3 is meshed with planetary gear, is arranged on the perseverance on main shaft Star-wheel 5 is meshed with planetary gear 4, and internal gear 3 is connected by slide mechanism with strip rotor 7 mid portion;Strip rotor 7 one end It is flexibly connected with fixing rotary head 6 on main shaft, strip rotor 7 other end is connected with stator 2 activity on setting outside framework 1 Connect.
Wherein:Described rotary head 6 is provided with 8 V-shaped groove mouths, and 8 strip rotor 7 one end correspond to respectively and are movably connected in 8 V In shape notch.Connected by rubber Membrane cover between two neighboring unit shield machine.
Work process of the present utility model and operation principle are:Experiment soil box is installed and places this utility model test dress Put, then carrying out bankets simulates actual soil pressure in true construction environment, and this assay device is buried in the earth, controlling Under the control at end, assay device volume contracts, and realizes simulation ground loss phenomenon in tunneling for the shield machine.
Drive control unit:This assay device device is driven using multiple motors 13, and motor 13 rotates and makes snail Bar 1111 rotary motion, is driven worm gear 10, by worm gear 10 and worm screw 1111, kinetic energy is delivered on planetary gear, for making driving Fixed volume keep stable after motor 13 stop motion, is employed herein the self-locking performance of worm gear 10.Control end then can be distinguished Control every group of motor 13, and the motion of one group of motor 13 one unit shield machine of control, make assay device realize dividing Section controls.
Rotating shrinking mechanism:For changing the area of circular section, reach change cylinder volume to reach simulation shield soil The purpose of loss, drives worm gear 10 worm screw 1111 to move by motor 13, transmits kinetic energy by the drive link 8 being attached thereto Planetary gear 4 is driven so that internal gear 3 is rotated, internal gear 3 is connected with groove with strip rotor 7 makes rotor rotate, and rotates Hou Shi center Axle 15 rotates, and is rotated in central shaft 15 circle centre position using strip rotor 7, makes central shaft 15 center of circle and strip rotor 7 fixing outside Distance at framework 1 changes, because frictional force, under the various factors such as external force, outside framework 1 is hardly along big counterclockwise Rotational motion, under force to contract, before and after rotation, the diameter of circular section there occurs change, so that section Area changes therewith, is to reduce 5% by calculating requirement.Outside framework 1 is then made up of eight arc-like sheets, and its seam crossing is using abnormity Structure prevents from leading to stuck in sandy soil entrance seam or can not shrink.
Assay device segmentation connects:Constituted one with one group of driver element, one group of rotating shrinking mechanism containing outside framework 1 is combined Individual unit shield machine, each unit shield machine is all connected respectively at control end, and control end can be made can to control respectively by particular order The contraction of system unit shield machine, reaches the purpose of Discrete control, makes the data multistage that detection obtains, and produces similar to shield Machine push ahead during ground loss simulation.Immediately below each unit shield machine, horizontal alignment and support meanss are all installed, It is connected with rubber Membrane cover between unit shield machine and unit shield machine, so that each unit shield machine will not be offset, improve three-dimensional accuracy.
By the coordinate operation of above-mentioned assay device, make control end can control a unit shield machine respectively by particular order Contraction, pick up ground loss and progressively carry out, realize for the full simulation being really ground loss in constructing tunnel, coordinate other prison Survey equipment, be soil body delta data.
The beneficial effects of the utility model are:
1 uses frame for movement, and using rigid mechanical structure and shell, effective resistance to compression prevents deformation, makes data more accurate.
2 adopt Discrete control, more conform to the data variation in realistic simulation.
The control of 3 devices can be controlled by computer or Electronic Control end completely, is easy to operate stable, can more preferable mould Intend multinomial experiment.
This utility model device, controls rotating shrinking amplitude using motor 13 with gear, and rotating shrinking is easily controllable And stable, can first shrink and expand afterwards, simulation shield machine excavates the process of ground loss completely.
This utility model device adopts multiple unit shield machine combinations, can adjust unit shield machine quantity in multiple models Carry out the simulation of different length in case, and combine between unit shield machine and unit shield machine conveniently.
This utility model device is simple and convenient, considers the impact to ground loss in running for the shield machine simultaneously, Using motor 13 control and also can preferably carry out related indoor model test.
It is emphasized that:The above is only preferred embodiment of the present utility model, not this utility model is appointed What pro forma restriction, every any simple modification above example made according to technical spirit of the present utility model, etc. With change and modification, all still fall within the range of technical solutions of the utility model.

Claims (3)

1. the assay device that a kind of simulation shield stagewise is excavated connects successively it is characterised in that including several unit shield machines Connect and form, each unit shield machine all includes drive control unit, Liang Ge rotating shrinking mechanism and outside framework, described drive control Unit includes three motors (13), and connects worm gear screw rod, rear end connecting wire in each motor (13) front end; Three motors (13) are equidistantly secure around main shaft central authorities respectively by fixture;
Outside framework is that eight arc-like sheets are sequentially connected composition, passes through stator (2) respectively and connect between two neighboring arc-like sheet, And maintain free gap between two neighboring arc-like sheet;
It is connected to rotating shrinking mechanism at the two ends of main shaft, rotating shrinking mechanism includes planetary gear, drive link, worm gear (10), internal gear (3), sun wheel (5), strip rotor (7), slide mechanism, rotary head (6);
Planetary gear passes through transmission worm and wheel (10) and is connected, and internal gear (3) is meshed with planetary gear, is arranged on main shaft Sun wheel (5) is meshed with planetary gear (4), and internal gear (3) is connected by slide mechanism with strip rotor (7) mid portion;Long Bar rotor (7) one end is flexibly connected with fixing rotary head (6) on main shaft, on strip rotor (7) other end and setting outside framework Stator (2) be flexibly connected.
2. a kind of simulation shield stagewise according to claim 1 is excavated assay device is it is characterised in that described turn Head (6) is provided with 8 V-shaped groove mouths, and 8 strip rotor (7) one end correspond to respectively and are movably connected in 8 V-shaped groove mouths.
3. a kind of simulation shield stagewise according to claim 1 is excavated assay device is it is characterised in that adjacent two Connected by rubber Membrane cover between individual unit shield machine.
CN201620957846.9U 2016-08-26 2016-08-26 Test device of simulation shield constituent segmentation excavation Withdrawn - After Issue CN205982264U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620957846.9U CN205982264U (en) 2016-08-26 2016-08-26 Test device of simulation shield constituent segmentation excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620957846.9U CN205982264U (en) 2016-08-26 2016-08-26 Test device of simulation shield constituent segmentation excavation

Publications (1)

Publication Number Publication Date
CN205982264U true CN205982264U (en) 2017-02-22

Family

ID=58037838

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620957846.9U Withdrawn - After Issue CN205982264U (en) 2016-08-26 2016-08-26 Test device of simulation shield constituent segmentation excavation

Country Status (1)

Country Link
CN (1) CN205982264U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106198931A (en) * 2016-08-26 2016-12-07 浙江大学城市学院 A kind of assay device simulating shield stagewise excavation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106198931A (en) * 2016-08-26 2016-12-07 浙江大学城市学院 A kind of assay device simulating shield stagewise excavation
CN106198931B (en) * 2016-08-26 2018-06-08 浙江大学城市学院 A kind of experimental rig simulated shield segmented and excavated

Similar Documents

Publication Publication Date Title
CN106198931B (en) A kind of experimental rig simulated shield segmented and excavated
CN101403306B (en) Soil pressure balancing type tunnel shielding simulation experiment system
CN104533435B (en) A kind of swing cutter head type rectangular cross section push-bench
CN201297175Y (en) Soil pressure balancing-type shield construction process simulating tester
CN203362167U (en) Shield tunneling machine
CN104727749A (en) Creeping ground drilling robot
CN104831715A (en) H-shaped cement pile machine
CN108444740B (en) Soil pressure balance model shield testing machine capable of realizing lining support function
CN203595613U (en) Test device simulating soil pressure balance shield construction process
CN105040682B (en) A kind of implementation of built pile one-step molding device
CN102305085A (en) Special section cutting device of full-section development machine
CN102840990A (en) Earth pressure balance type shield simulation test system
CN108489745A (en) A kind of variable cross-section soil pressure balancing type tunnel shielding simulation experiment system
CN104653111A (en) Self-balancing multi-spiral ground drilling robot
CN205982264U (en) Test device of simulation shield constituent segmentation excavation
CN107100642A (en) The pipe sheet assembling system and assembling method for shield of being healed up applied to rectangle
CN113107505A (en) Multi-mode shield tunneling test research device
CN105484664A (en) Power output time-share driving method for drilling machine
CN208089299U (en) Double plate shield machine heading end
CN107327305B (en) Multi-shaft power head for pipe curtain construction and pipe row jacking pipe curtain machine with same
CN201289705Y (en) Indoor model shield device for simulating urban subway shield tunnel construction
CN106840729B (en) Test device for simulating rectangular shield sectional excavation
CN102619529A (en) Spiral pull and propulsion combined self-propelled tunneling device
CN207229113U (en) A kind of pipe curtain construction multiaxis power head and pipe row's jacking tube curtain machine with the power head
CN101398986A (en) Indoor model tunnel shields for simulating shield tunneling construction in urban subway

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Wei Gang

Inventor after: Zhang Jia

Inventor after: Song Youzheng

Inventor after: Zhu Tianyu

Inventor after: Cui Chenghong

Inventor after: Xu Xun

Inventor after: Cai Shiqi

Inventor after: Hong Zihan

Inventor after: Wang Xiao

Inventor after: Yu Guohua

Inventor after: Jiang Wanqing

Inventor before: Wei Gang

Inventor before: Zhu Tianyu

Inventor before: Cui Chenghong

Inventor before: Xu Xun

Inventor before: Cai Shiqi

Inventor before: Hong Zihan

Inventor before: Other inventor requests not to publish the name

AV01 Patent right actively abandoned
AV01 Patent right actively abandoned

Granted publication date: 20170222

Effective date of abandoning: 20180608