CN206617172U - A kind of rock tunnel(ling) machine - Google Patents

A kind of rock tunnel(ling) machine Download PDF

Info

Publication number
CN206617172U
CN206617172U CN201720067195.0U CN201720067195U CN206617172U CN 206617172 U CN206617172 U CN 206617172U CN 201720067195 U CN201720067195 U CN 201720067195U CN 206617172 U CN206617172 U CN 206617172U
Authority
CN
China
Prior art keywords
chain
frame
ling
ground
rock tunnel
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
CN201720067195.0U
Other languages
Chinese (zh)
Inventor
王燏斌
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201720067195.0U priority Critical patent/CN206617172U/en
Application granted granted Critical
Publication of CN206617172U publication Critical patent/CN206617172U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The utility model proposes a kind of rock tunnel(ling) machine, it includes leading portion and back segment, leading portion frame is connected with rear segment frames, the outer contour of frame and framework is identical with tunnel outer contour, leading portion is made up of frame and excavator, excavator is made up of several chain type excavating gears, and several chain type excavating gears are in a row side by side, staggered in the afterbody of tunneling direction chain type excavating gear;The chain cutter spacing of ground part is excavated in the outside of frame, the chain cutter spacing of returning part is in the inside of frame;Drive device drive chain knife is run during construction, and the cutter of frame front end excavates tunneling boring ground, and the entrance for the ground conveyer that the ground excavated is delivered in frame, and ground is delivered to rear by ground conveyer in frame.Advantage:Have with complete-section tunnel boring machine and once excavate the characteristic for completing tunnel, and ground is excavated using chain knife, its manufacturing process is simple, quality is good, short construction period, cost are low.

Description

A kind of rock tunnel(ling) machine
Technical field
The present invention relates to a kind of rock tunnel(ling) machine, belong to civil engineering foundation construction technical field.
Background technology
Existing complete-section tunnel boring machine has the characteristic once excavated and complete tunnel, from excavating, promote, strut it is complete by this Equipment is completed, and a rate of advance is 5 times that tradition bores fried engineering method.But the manufacturing process of complete-section tunnel boring machine is complicated, technology Added value is high, and the enterprise of only a few countries has ability production in the world, and cost is high.
The content of the invention
Proposed by the present invention is a kind of rock tunnel(ling) machine, and its purpose is intended to the defect for overcoming prior art to exist, and its is main Advantage:Have with complete-section tunnel boring machine and once excavate the characteristic for completing tunnel, and ground is excavated using chain knife, it is made Make that technique is simple, quality is good, short construction period, cost it is low.
The technical solution of the present invention:Rock tunnel(ling) machine includes leading portion and back segment, and leading portion frame is connected with rear segment frames, The outer contour of frame and framework is identical with tunnel outer contour, and leading portion is made up of frame and excavator, and excavator is by several Chain type excavating gear is constituted, and several chain type excavating gears are in a row side by side, wrong in the afterbody of tunneling direction chain type excavating gear Begin to rehearse row, and several chain type excavating gears are identical with the section of frame on the perspective plane of tunneling direction;Chain type excavating gear is by passing Dynamic device and chain knife composition, transmission device is made up of drive device and sprocket wheel etc., and chain knife is by chain and the knife being fixed on chain Tool composition;The chain cutter spacing of ground part is excavated in the outside of frame, the chain cutter spacing of returning part is in the inside of frame;Before frame End face is provided with the arc track run on the outside of the track that chain knife is run, two corners of front end face provided with chain knife, is excavated using chain type The space of the staggered formation of device afterbody, makes each structural member of frame front connect into an entirety, and chain type is dug in addition to chain knife The moving component of pick device is installed in frame, in addition to the entrance and exit of chain knife, and each chamber body of frame front is and rock The cavity of soil isolation;Drive device drive chain knife is run during construction, and the cutter of frame front end excavates tunneling boring ground, and will dig Ground is delivered to rear by the entrance for the ground conveyer that the ground of pick is delivered in frame, ground conveyer in frame, frame Front end is provided with swivel.
Rock tunnel(ling) machine is the space using the staggered formation of chain type excavating gear, makes to have each chamber of moving component equal There are walkway and maintenance operation space.
Chain knife is changed in the cavity of frame, to adapt to different geological conditions and safeguard needs.
Advantages of the present invention:Have with complete-section tunnel boring machine and once excavate the characteristic for completing tunnel, and utilize Chain knife excavates ground, and its manufacturing process is simple, quality is good, short construction period, cost are low.
Brief description of the drawings
The structural representation for the rock tunnel(ling) machine that Fig. 1 is made up of leading portion 1 and back segment 2, is also by drive device 6-1 and chain The composition transmission device 6 such as 6-2 is taken turns, is also the structural representation for the chain type excavating gear 5 being made up of transmission device 6 and chain knife 7;
Fig. 2 is Fig. 1 A direction views, is also the space of the staggered formation of the afterbody of chain type excavating gear 5, makes leading portion frame 3 The structural representation of an entirety is connected into back segment 2;
Fig. 3 is Fig. 1 B direction views, is also the structural representation for the excavator 4 being made up of 15 chain type excavating gears 5;
Fig. 4 is the swivel 3-1 of front end frame 3 structural scheme of mechanism;
Fig. 5 is that in addition to the entrance and exit of chain knife 7, the anterior each chamber body of frame 3 is the knot for the cavity isolated with ground Structure schematic diagram;Also with the space of the staggered formation of chain type excavating gear 5, make the equal someone's row of each chamber for having moving component Passage and the structural scheme of mechanism in maintenance operation space, are also to be made up of longitudinal ground conveyer 8-1 and transverse direction ground conveyer 8-2 Ground conveyer 8 structural representation;
Fig. 6 is the structural representation of chain knife 7, and (a) is chain 7-1 and cutter 7-2 structural representation, is also by A crosses Save the structural representation of the chain 7-1 of 7-1-1 and B crossed joints 7-1-2 compositions crossed joint;It is also that chain 7-1 realizes that space is curved Bent structural representation.(b) it is structural representation that chain knife is made up of rope 7-1B and cutter 7-2B;It is also rope 7-1B and knife Has 7-2B structural representation;
Fig. 7 is the structural representation of the chain knife track of rock tunnel(ling) machine, and the type of track includes A, B, C1, C2 and D totally 5 Kind, wherein A is plane, and B is convex, and C1, C2 are matrixs;
Fig. 8 is that D staggers into tapered structural representation for the multiple rows of track in longitudinal direction;
Fig. 9 is the D types track of rock tunnel(ling) machine and the structural representation of many row chain knives;
1 leading portion being made up of the leading portion frame 3 and excavator 4 of rock tunnel(ling) machine in figure;After 2 rock tunnel(ling) machines Section;3 be the leading portion frame of rock tunnel(ling) machine;3-1 is the swivel of front end frame 3;4 be by several chain type excavating gears 5 The excavator of composition;The 5 chain type excavating gears being made up of transmission device and chain knife 7;6 be by drive device 6-1 and sprocket wheel 6-2 Deng the transmission device of composition;6-1 is the drive device of transmission device 6;6-2 is the sprocket wheel of transmission device 6;7 be to excavate ground Chain knife, is made up of chain 7-1 and cutter 7-2;7-1 is the chain for constituting chain knife 7, including crawler belt, rope and flexible-belt;7-1-1 It is the A crossed joints for constituting chain crossed joint;7-1-2 is the B crossed joints for constituting chain crossed joint;7-1B is the steel for constituting chain knife 4 Rope;7-2 is integrally fixed at the cutter of the excavation ground on chain 7-1;7-2B is integrally fixed at the knife of the excavation ground on cable wire 7-1B Tool;8 be ground conveyer;8-1 is longitudinal ground conveyer;8-2 is horizontal ground conveyer.
Embodiment
A kind of rock tunnel(ling) machine includes leading portion and back segment, and leading portion frame is connected with rear segment frames, the foreign steamer of frame and framework Profile is identical with tunnel outer contour, and leading portion is made up of frame and excavator, and excavator is made up of several chain type excavating gears, Several chain type excavating gears are in a row side by side, staggered in the afterbody of tunneling direction chain type excavating gear, several chain types Excavating gear is identical with the section of frame on the perspective plane of tunneling direction;Chain type excavating gear is made up of transmission device and chain knife, Transmission device is made up of drive device and sprocket wheel etc., and chain knife is made up of chain and the cutter being fixed on chain;Excavate ground portion The chain cutter spacing divided is in the outside of frame, and the chain cutter spacing of returning part is in the inside of frame;The front end face of frame is run provided with chain knife Track, the arc track run provided with chain knife on the outside of two corners of front end face is staggered using chain type excavating gear afterbody The space of formation, makes each structural member of frame front connect into an entirety, the moving component of chain type excavating gear in addition to chain knife It is installed in frame, in addition to the entrance and exit of chain knife, each chamber body of frame front is the cavity isolated with ground;Construction When the operation of drive device drive chain knife, the cutter of frame front end excavates tunneling boring ground, and the ground excavated is delivered into frame Ground is delivered to rear by the entrance of interior ground conveyer, ground conveyer in frame, and the front end of frame is provided with swivel.
Described rock tunnel(ling) machine is the space using the staggered formation of chain type excavating gear, makes have each of moving component Chamber has walkway and maintenance operation space.
Described chain knife is changed in the cavity of frame, to adapt to different geological conditions and safeguard needs.
Described chain knife is many row chain knives, and many row chain knives carry out excavating or excavating respectively simultaneously as needed.
Described many row chain knives arrange tapered in excavation surface.
There are several port lids described frame front end, meets special status(Such as boulder), it is special that operating personnel open port lid progress Different processing.
Described rock tunnel(ling) machine is the rock tunnel(ling) machine for construction by pipeline jacking method.
Described rock tunnel(ling) machine is the rock tunnel(ling) machine for shield construction.
The chain of described composition chain knife is the chain of broad sense, including crawler belt, rope and flexible-belt.
The present invention is further described below in conjunction with the accompanying drawings:
As shown in figures 1 to 6, rock tunnel(ling) machine is to include leading portion 1 and back segment 2, and leading portion frame is connected with rear segment frames, machine The outer contour of frame and framework is identical with tunnel outer contour, and leading portion 1 is made up of frame 3 and excavator 4, and excavator 4 is by some Individual chain type excavating gear 5 is constituted, several chain type excavating gears 5 in a row side by side, in the tail of tunneling direction chain type excavating gear 5 Portion is staggered, and several chain type excavating gears 5 are identical with the section of frame 3 on the perspective plane of tunneling direction;Chain type excavates dress Put 5 to be made up of transmission device 6 and chain knife 7, transmission device 6 is made up of drive device 6-1 and sprocket wheel 6-2 etc., and chain knife 7 is by chain 7- 1 constitutes with the cutter 7-2 being fixed on chain.
As shown in Fig. 2~Fig. 5, the chain knife 7 for excavating ground part is located at the outside of frame 3, and the chain knife 7 of returning part is located at The inside of frame 3;The front end face of frame 3 is provided with what is run on the outside of the track that chain knife is run, two corners of front end face provided with chain knife 7 Arc track, using the space of the staggered formation of the afterbody of chain type excavating gear 5, makes each structural member of frame front connect into one Individual entirety, and each chamber of moving component has walkway and maintenance operation space, except the outer chain type excavating gear of chain knife 7 Moving component is installed in frame 3, in addition to the entrance and exit of chain knife, and each chamber body of frame front is isolated with ground Cavity;The drive chain 7 of drive device 6 is run with cutter 7-2 during construction, and the cutter 7-2 of the front end of frame 3 excavates tunneling boring rock Soil, and the entrance for the ground conveyer 8 that the ground excavated is delivered in frame 3, ground conveyer 8 send ground in frame To rear, the front end of frame 3 is provided with swivel 3-1.

Claims (9)

1. a kind of rock tunnel(ling) machine, it is characterized in that including leading portion and back segment, leading portion frame is connected with rear segment frames, frame and framework Outer contour it is identical with tunnel outer contour, leading portion is made up of frame and excavator, excavator by several chain types excavate fill Composition is put, several chain type excavating gears are in a row side by side, staggered in the afterbody of tunneling direction chain type excavating gear, some Individual chain type excavating gear is identical with the section of frame on the perspective plane of tunneling direction;Chain type excavating gear is by transmission device and chain knife Composition, transmission device is made up of drive device and sprocket wheel etc., and chain knife is made up of chain and the cutter being fixed on chain;Excavate rock The chain cutter spacing of native part is in the outside of frame, and the chain cutter spacing of returning part is in the inside of frame;The front end face of frame is provided with chain knife The arc track run on the outside of the track of operation, two corners of front end face provided with chain knife, is staggered using chain type excavating gear afterbody The space of arrangement form, makes each structural member of frame front connect into an entirety, the motion of chain type excavating gear in addition to chain knife Part is installed in frame, in addition to the entrance and exit of chain knife, and each chamber body of frame front is the cavity isolated with ground; Drive device drive chain knife is run during construction, and the cutter of frame front end excavates tunneling boring ground, and the ground excavated is delivered to Ground is delivered to rear by the entrance of the ground conveyer in frame, ground conveyer in frame, and the front end of frame is provided with mud Nozzle.
2. a kind of rock tunnel(ling) machine according to claim 1, it is characterized in that described rock tunnel(ling) machine is dug using chain type The space of the staggered formation of device is dug, makes to have each chamber of moving component to have walkway and maintenance operation space.
3. a kind of rock tunnel(ling) machine according to claim 2, it is characterized in that described chain knife is entered in the cavity of frame What row was changed, to adapt to different geological conditions and safeguard needs.
4. a kind of rock tunnel(ling) machine according to claim 1, it is characterized in that described chain knife is many row chain knives, many row chain knives Carry out excavating or excavating respectively simultaneously as needed.
5. a kind of rock tunnel(ling) machine according to claim 4, it is characterized in that described many row chain knives are arranged in excavation surface Taper.
6. a kind of rock tunnel(ling) machine according to claim 2, it is characterized in that there are several port lids described frame front end, meets Special status such as boulder, operating personnel open port lid and carry out specially treated.
7. a kind of rock tunnel(ling) machine according to claim 1, it is characterized in that described rock tunnel(ling) machine is to be used for push bench process The rock tunnel(ling) machine of construction.
8. a kind of rock tunnel(ling) machine according to claim 1, it is characterized in that described rock tunnel(ling) machine is to be used for shield method The rock tunnel(ling) machine of construction.
9. a kind of rock tunnel(ling) machine according to claim 1, it is characterized in that the chain of described composition chain knife is broad sense Chain, including crawler belt, rope and flexible-belt.
CN201720067195.0U 2017-01-18 2017-01-18 A kind of rock tunnel(ling) machine Active CN206617172U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720067195.0U CN206617172U (en) 2017-01-18 2017-01-18 A kind of rock tunnel(ling) machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720067195.0U CN206617172U (en) 2017-01-18 2017-01-18 A kind of rock tunnel(ling) machine

Publications (1)

Publication Number Publication Date
CN206617172U true CN206617172U (en) 2017-11-07

Family

ID=60229955

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720067195.0U Active CN206617172U (en) 2017-01-18 2017-01-18 A kind of rock tunnel(ling) machine

Country Status (1)

Country Link
CN (1) CN206617172U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106640103A (en) * 2017-01-18 2017-05-10 王燏斌 Tunnel boring machine and construction method thereof
WO2018133741A1 (en) * 2017-01-18 2018-07-26 王燏斌 Tunnel excavator and construction method for same
CN113898351A (en) * 2021-09-23 2022-01-07 西南交通大学 Special-shaped tunnel simulation excavating device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106640103A (en) * 2017-01-18 2017-05-10 王燏斌 Tunnel boring machine and construction method thereof
WO2018133741A1 (en) * 2017-01-18 2018-07-26 王燏斌 Tunnel excavator and construction method for same
CN113898351A (en) * 2021-09-23 2022-01-07 西南交通大学 Special-shaped tunnel simulation excavating device
CN113898351B (en) * 2021-09-23 2022-07-01 西南交通大学 Special-shaped tunnel simulation excavation device and use method thereof

Similar Documents

Publication Publication Date Title
CN107725060B (en) Subway tunnel construction method containing complex geology and without shield originating site
CN206617172U (en) A kind of rock tunnel(ling) machine
CN104653187B (en) Method for excavating geological large-section tunnel with water-rich sand layer
CN106640103A (en) Tunnel boring machine and construction method thereof
CN103899318B (en) The milling of medium ground tunnel is dug and supporting machinery construction
CN102619552A (en) Directional hydraulic pressing penetration, permeability increase and outburst elimination method of guide groove
MX2012009756A (en) Underground mining.
CN107503759A (en) A kind of mole and its construction method for push bench process
CN109869150B (en) Mine resource subsection full-mining local-charging mining method
CN103742188B (en) Colliery drawing-off gas well and boring method
CN105780837B (en) The continuous method for digging and its excavating gear of diaphram wall
CN105625487A (en) Underground tunnel digging equipment
CN105019912A (en) Shield tunneling method and shield tunneling machine
CN111441786A (en) Be applied to entry driving machine in special-shaped section tunnel
US20190376257A1 (en) Grooving Device for Underground Structures and Its Construction Method
CN105909262B (en) A kind of bored tunnel driving method
CN106759464A (en) A kind of hypogee and its construction method
CN207047833U (en) A kind of groover for subterranean wall construction
CN106761791B (en) Tunnel boring machine and construction method thereof
CN109268042A (en) A kind of small pilot tunnel leading support equipment and construction method
CN208252120U (en) A kind of shaft of vertical well and shaft station interconnecting piece
CN209115129U (en) A kind of small pilot tunnel leading support equipment
CN107859030A (en) A kind of groover and its construction method for subterranean wall construction
CN106761802A (en) A kind of submerged tunnel push pipe mole and its construction method
CN108240007A (en) Crawler type frozen soil quick multifunctional excavates locomotive

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant