CN105971623A - Soil transporting device for channel tunneling machine - Google Patents
Soil transporting device for channel tunneling machine Download PDFInfo
- Publication number
- CN105971623A CN105971623A CN201610402208.5A CN201610402208A CN105971623A CN 105971623 A CN105971623 A CN 105971623A CN 201610402208 A CN201610402208 A CN 201610402208A CN 105971623 A CN105971623 A CN 105971623A
- Authority
- CN
- China
- Prior art keywords
- transmission band
- vehicle frame
- soil
- tunneling machine
- transporting device
- 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.)
- Pending
Links
- 230000005641 tunneling Effects 0.000 title abstract description 12
- 239000002689 soil Substances 0.000 title abstract 9
- 230000005540 biological transmission Effects 0.000 claims abstract description 30
- 238000009412 basement excavation Methods 0.000 claims description 22
- 238000000034 method Methods 0.000 abstract description 21
- 238000004140 cleaning Methods 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000005422 blasting Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- -1 expansion stratum Substances 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000010437 gem Substances 0.000 description 1
- 229910001751 gemstone Inorganic materials 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention relates to a soil transporting device for a channel tunneling machine. The soil transporting device comprises a vehicle frame (1), wherein a first transmission belt (2) is vertically connected to the lower part of the vehicle frame (1); first baffles (3) are respectively connected to two sides of the transmission belt; a shoveling plate (5) is connected to the front side of the vehicle frame through a first oil cylinder (6), and is hinged and fixed to the first baffles; a second transmission belt (7) is connected to the rear side of the vehicle frame through a second oil cylinder (10); one second baffles (9) is respectively in matching connection with each of the two sides of the second transmission belt; a hinging plate (11) is respectively arranged on the front side of each of the second baffles; and each of the hinging plates is hinged and fixed to the corresponding first blocking plate. The soil transporting device for the channel tunneling machine disclosed by the invention has the advantages that soil on the front side of the channel tunneling machine is transported to the rear side for centralized processing by the soil transporting device, so that the condition that the front of the tunneling machine is still kept clean is realized; in the soil transporting process, the soil cannot fell off to the outer sides of the tunneling machine, so that soil cleaning is convenient, and the effects of being high in speed, time-saving and labor-saving are achieved.
Description
Technical field
The present invention relates to a kind of tunnel excavation pick device, particularly to a kind of earth conveyer device for tunnel excavation machine.
Background technology
Tunnel be build in underground, under water or in massif, place an iron railway or build highway for the current building of motor vehicles.Mountain tunnel, submerged tunnel and city tunnel three major types can be divided into according to its position.That passes through from the mountain ridge or hills for reducing the distance and avoid steep gradient is referred to as mountain tunnel；For river crossing or straits from river or seabed pass through be referred to as submerged tunnel；It is referred to as city tunnel by metropolitan needs what Urban Underground passed through for adapting to railway.
The excavation method in tunnel is divided into cut and cover method and subsurface excavation method, and cut and cover method is used for shallow tunnel or city railway tunnel, and the multiplex subsurface excavation method of mountain ridge railway tunnel.Divide by excavated section size, position, have partial excavation method and full face tunneling method.Use drilling and blasting method the most extensive in stone homogenous rock stratum, use development machine directly to excavate and the most gradually promote.Use shield method excavation more in soft geology.
Drilling and blasting method is jewel hole on tunnel scar, and loads explosive blasting, with full face tunneling or partial excavation etc. by the construction method of tunnel excavation molding.Full face tunneling method and partial excavation method are the methods that drilling and blasting method excavation is conventional, but constructing tunnel is the most complicated, time be commonly encountered all difficulties situation, such as major fault, drift sand, expansion stratum, solution cavity, a large amount of retention of excessive fluid etc., still need and take corresponding measure.
Shield method is to use shield as the method for tunnel construction of construction equipment, and shield method is applicable to broken ground, construction safety, and few to ground disturbance, control country rock periphery is accurate, seldom backbreaks.
Tunnel boring machine method is on whole tunnel cross-section, by the method for the gear construction of driving continuously.
Present stage when tunneling, the earth dug out, need transported by other conveying arrangement, this needs to put into substantial amounts of manpower and materials, adds cost, when excavating, owing to earth falls at headstock, making troubles to moving ahead of vehicle, the earth transporting this part is, due to the restriction of tunnel space, inconvenience is brought to operation, in order to solve disadvantages mentioned above, the applicant devises a tunnel excavation machine, and the application is to be applied to the earth conveyer device of this tunnel excavation machine.
Summary of the invention
The invention aims to solve shortcoming present in prior art, and a kind of earth conveyer device for tunnel excavation machine proposed.
To achieve these goals, present invention employs following technical scheme:
A kind of earth conveyer device for tunnel excavation machine, it is characterized in that: include vehicle frame, longitudinally connected first transmission band below vehicle frame, it is all connected with the first baffle plate in the both sides of the first transmission band, shovel board is connected by the first oil cylinder in the front side of vehicle frame, shovel board is hingedly fixed on the first baffle plate, rear side at vehicle frame connects the second transmission band by the second oil cylinder, it is respectively cooperating with connecting a second baffle in the both sides of the second transmission band, be equipped with an articulated slab in the front side of each second baffle, each articulated slab is all hingedly fixed on corresponding first baffle plate.
On the basis of technique scheme, can there is a technical scheme further below:
First groove of the uniform one group of horizontally set of lateral surface of described first transmission band.
Second groove of the uniform one group of horizontally set of lateral surface of described second transmission band.
The front side of described second transmission band is correspondingly arranged at below described first transmission band.
It is an advantage of the current invention that: this device is the earth of tunnel excavation down side, it is transported to rear side focus on so that before tunneling machine, remain clean state, the outside of the tunneling machine that earth will not be trickled down during transmitting, earth cleaning is convenient, speed is fast, time saving and energy saving.
Accompanying drawing explanation
Fig. 1 is the basic structure schematic diagram of the present invention.
Detailed description of the invention
In order to make the present invention clearer, describing this device in detail below in conjunction with accompanying drawing, specific embodiment described herein only in order to explain the present invention, is not intended to limit the present invention.
As it is shown in figure 1, a kind of earth conveyer device for tunnel excavation machine that the present invention provides, it is characterised in that: include vehicle frame 1, longitudinally connected first transmission band 2 below vehicle frame 1, the first groove 4 of the uniform one group of horizontally set of lateral surface of the first transmission band 2.Be all connected with the first baffle plate 3 in the both sides of the first transmission band 2, the top edge of the first baffle plate 3 is higher than transmission band 2, and the earth that two the first baffle plates 3 are prevented from transmission band 2 drops.
Shovel board 5 is connected by the first oil cylinder 6 in the front side of vehicle frame 1, the two ends of the first oil cylinder 6 are connected with vehicle frame 1 and shovel board 5 by hinged seat respectively, shovel board 5 is hingedly fixed on the first baffle plate 3, rear side at vehicle frame 1 connects the second transmission band 7 by the second oil cylinder 10, the front side of the second transmission band 7 is correspondingly arranged at below described first transmission band 2, second groove 8 of the uniform one group of horizontally set of lateral surface of the second transmission band 7, it is respectively cooperating with connecting a second baffle 9 in the both sides of the second transmission band 7, it is equipped with an articulated slab 11 in the front side of each second baffle 9, articulated slab 11 is set square, each articulated slab 11 is all hingedly fixed on corresponding first baffle plate 3, the two ends of the second oil cylinder 10 are connected on vehicle frame 1 and second baffle 9 by other hinged seat respectively, hinged seat is prior art.
Claims (4)
1. the earth conveyer device for tunnel excavation machine, it is characterized in that: include vehicle frame (1), longitudinally connected first transmission band (2) below vehicle frame (1), it is all connected with the first baffle plate (3) in the both sides of the first transmission band (2), shovel board (5) is connected by the first oil cylinder (6) in the front side of vehicle frame (1), shovel board (5) is hingedly fixed on the first baffle plate (3), rear side at vehicle frame (1) connects the second transmission band (7) by the second oil cylinder (10), it is respectively cooperating with connecting a second baffle (9) in the both sides of the second transmission band (7), an articulated slab (11) it is equipped with in the front side of each second baffle (9), each articulated slab (11) is all hingedly fixed on corresponding first baffle plate (3).
A kind of earth conveyer device for tunnel excavation machine the most according to claim 1, it is characterised in that: first groove (4) of the uniform one group of horizontally set of lateral surface of described first transmission band (2).
A kind of earth conveyer device for tunnel excavation machine the most according to claim 1, it is characterised in that: second groove (8) of the uniform one group of horizontally set of lateral surface of described second transmission band (7).
A kind of earth conveyer device for tunnel excavation machine the most according to claim 1, it is characterised in that: the front side of described second transmission band (7) is correspondingly arranged at below described first transmission band (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610402208.5A CN105971623A (en) | 2016-06-12 | 2016-06-12 | Soil transporting device for channel tunneling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610402208.5A CN105971623A (en) | 2016-06-12 | 2016-06-12 | Soil transporting device for channel tunneling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971623A true CN105971623A (en) | 2016-09-28 |
Family
ID=57011564
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610402208.5A Pending CN105971623A (en) | 2016-06-12 | 2016-06-12 | Soil transporting device for channel tunneling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971623A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108016826A (en) * | 2017-12-26 | 2018-05-11 | 徐州徐工铁路装备有限公司 | A kind of tunneling trolley conveying slag-tapping system |
| CN113401586A (en) * | 2021-06-26 | 2021-09-17 | 山东省公路桥梁建设有限公司 | Tunnel excavation method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1122387A (en) * | 1997-07-04 | 1999-01-26 | Mitsubishi Heavy Ind Ltd | Tunnel excavator and muddy water shield excavator |
| CN201007007Y (en) * | 2006-12-28 | 2008-01-16 | 陈平良 | Digger |
| CN204024702U (en) * | 2014-08-22 | 2014-12-17 | 宋桥 | Small drift drive hoeing machine |
| CN204738812U (en) * | 2015-06-12 | 2015-11-04 | 中交一公局第三工程有限公司 | Combined type entry driving machine |
| CN205876333U (en) * | 2016-06-12 | 2017-01-11 | 安徽兴宇轨道装备有限公司 | A earth conveyor for no -dig tunnel machine |
-
2016
- 2016-06-12 CN CN201610402208.5A patent/CN105971623A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1122387A (en) * | 1997-07-04 | 1999-01-26 | Mitsubishi Heavy Ind Ltd | Tunnel excavator and muddy water shield excavator |
| CN201007007Y (en) * | 2006-12-28 | 2008-01-16 | 陈平良 | Digger |
| CN204024702U (en) * | 2014-08-22 | 2014-12-17 | 宋桥 | Small drift drive hoeing machine |
| CN204738812U (en) * | 2015-06-12 | 2015-11-04 | 中交一公局第三工程有限公司 | Combined type entry driving machine |
| CN205876333U (en) * | 2016-06-12 | 2017-01-11 | 安徽兴宇轨道装备有限公司 | A earth conveyor for no -dig tunnel machine |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108016826A (en) * | 2017-12-26 | 2018-05-11 | 徐州徐工铁路装备有限公司 | A kind of tunneling trolley conveying slag-tapping system |
| CN113401586A (en) * | 2021-06-26 | 2021-09-17 | 山东省公路桥梁建设有限公司 | Tunnel excavation method |
| CN113401586B (en) * | 2021-06-26 | 2022-05-10 | 山东省公路桥梁建设集团有限公司 | Tunnel excavation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160928 |