CN205743934U - Self-propelled tunnel inverted arch reinforcing bar spelling installs chassis - Google Patents
Self-propelled tunnel inverted arch reinforcing bar spelling installs chassis Download PDFInfo
- Publication number
- CN205743934U CN205743934U CN201620760973.XU CN201620760973U CN205743934U CN 205743934 U CN205743934 U CN 205743934U CN 201620760973 U CN201620760973 U CN 201620760973U CN 205743934 U CN205743934 U CN 205743934U
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- CN
- China
- Prior art keywords
- inverted arch
- reinforcing bar
- travelling wheel
- bearing frame
- self
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- 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.)
- Expired - Fee Related
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- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model discloses a kind of self-propelled tunnel inverted arch reinforcing bar spelling and chassis is installed, including rectangle bearing frame, driving, crane beam, travelling wheel and a spike；Rectangle bearing frame is rectangular frame structure, and crane beam is installed between two crossbeams at rectangle bearing frame top and can be along this cross beam movement, and described driving is installed on crane beam and can move along crane beam；Described travelling wheel is located at the lower end of each column of rectangle bearing frame, and a spike is arranged with travelling wheel one_to_one corresponding；This device simple structure, easy to use, during use, first mobile device postpones to specific bit, again a spike is supported on ground, stabilising arrangement, afterwards, transports to installation site by the prefabricated reinforcing bar processed, after being lifted by crane by boom hoisting, installation puts in place, and employing present arrangement avoids existing tunnel inverted arch reinforcement installation and takes manually to install reinforcing bar by root, and operation is inconvenient and affects the problems such as face operation.
Description
Technical field
This utility model relates to Tunnel Engineering device field, specifically self-propelled tunnel inverted arch reinforcing bar spelling and installs chassis.
Background technology
Present stage, during tunnel construction, inverted arch is constructed forward immediately following face excavation driving, during inverted arch construction, first opens
Dig inverted arch foundation ditch, afterwards, manually by root colligation inverted arch reinforcing bar, inverted arch template, concrete construction are installed, treat inverted arch concrete
After solidification, form removal pours fill concrete.The many dependence of operation process is artificial, and inverted arch construction exists punching with face tunneling construction
Prominent, need reasonable arrangement operation, sometimes, inevasible existence certain work holdup problem, affect Tunnel Construction Schedule.Therefore, need to grind
System exploitation is a kind of avoids tunnel inverted arch and face tunneling construction not to affect or the tunnel inverted arch industrialized construction dress of few impact
Put and seem the most necessary and urgent.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of self-propelled tunnel inverted arch reinforcing bar spelling and installs chassis, keeps away
Having exempted from existing tunnel inverted arch reinforcement installation to take manually to install reinforcing bar by root, operation is inconvenient and affects the problems such as face operation.
Self-propelled tunnel of the present utility model inverted arch reinforcing bar spelling installs chassis, including rectangle bearing frame, drives a vehicle, drives a vehicle
Beam, travelling wheel and a spike；Rectangle bearing frame is rectangular frame structure, and crane beam is installed on two horizontal strokes at rectangle bearing frame top
Between beam and can be along this cross beam movement, described driving be installed on crane beam and can move along crane beam；Described travelling wheel
Being located at the lower end of each column of rectangle bearing frame, a spike is arranged with travelling wheel one_to_one corresponding.
Further, described travelling wheel is rail steel wheel or trackless rubber wheel.
Further, described spike is upper and lower telescopic supporting rod.
Further, described travelling wheel is driven by motor, and every travelling wheel sets a motor.
Further, in the middle part of two crossbeams bottom described rectangle bearing frame, corresponding inverted arch trestle is provided with track travelling wheel and use
In the driving motor driving track travelling wheel to rotate.
The beneficial effects of the utility model are: self-propelled tunnel of the present utility model inverted arch reinforcing bar spelling installs chassis, should
Device simple structure, easy to use, during use, first mobile device postpones to specific bit, then a spike is supported on ground, stable
Device, afterwards, transports to installation site by the prefabricated reinforcing bar processed, boom hoisting after lifting by crane, installation puts in place, uses this device
Avoid existing tunnel inverted arch reinforcement installation to take manually by root reinforcing bar to be installed, operation inconvenience and affect face operation etc. and ask
Topic.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Fig. 1 is structural representation of the present utility model, as it can be seen, the self-propelled tunnel inverted arch reinforcing bar spelling of the present embodiment
Chassis is installed, including rectangle bearing frame 1, driving 2, crane beam 3, travelling wheel 4 and a spike 5；Rectangle bearing frame 1 is rectangular frame
Structure, crane beam 3 is installed between two crossbeams at rectangle bearing frame 1 top and can be along this cross beam movement, and described driving 2 is pacified
It is loaded on crane beam 3 and can move along crane beam 3；Described travelling wheel 4 and a spike 5 are located at each of rectangle bearing frame 1 and stand
The lower end of post, a spike 5 is arranged with travelling wheel 4 one_to_one corresponding；This device simple structure, easy to use, during use, first mobile dress
Put specific bit to postpone, then a spike 5 is supported on ground, stabilising arrangement, afterwards, transport to the prefabricated reinforcing bar processed install
Position, boom hoisting after lifting by crane, installation puts in place, use present arrangement avoids existing tunnel inverted arch reinforcement installation take manually by
Root installs reinforcing bar, and operation is inconvenient and affects the problems such as face operation；Rectangle bearing frame 1 include four columns, four crossbeams and
Four longerons；Two of which crossbeam and two longerons are positioned at the top of rectangle bearing frame 1, another two crossbeam and another two longeron position
In the bottom of rectangle bearing frame 1, between two ends and the corresponding column of two crossbeams at top, it is equipped with tilting reinforcement.
In the present embodiment, described travelling wheel 4 is rail steel wheel or trackless rubber wheel；Can traveling on track or ground.
In the present embodiment, described spike 5 is upper and lower telescopic supporting rod, and a spike 5 can be that screw thread stretches or hydraulically extensible
Bar, spike 5 bottom is enlarged footing, to reduce the device compressive stress to ground.
In the present embodiment, described travelling wheel 4 is driven by motor 6, and every travelling wheel 4 sets a motor 6, motor 6
Using synchronous motor, to guarantee that device traveling is steady, motor 6 is fixedly installed on the corresponding column of rectangle bearing frame 1.
In the present embodiment, in the middle part of two crossbeams bottom described rectangle bearing frame 1, corresponding inverted arch trestle is provided with track traveling
Take turns 7 and for the driving motor 8 driving track travelling wheel 7 to rotate；So that device moves forward and backward along inverted arch trestle；Traveling system
System is divided into along ground walking system and along inverted arch trestle walking system two kinds, different according to operating mode during construction, can single selection or
It is used in mixed way.
Finally illustrating, above example is only in order to illustrate the technical solution of the utility model and unrestricted, although ginseng
According to preferred embodiment, this utility model is described in detail, it will be understood by those within the art that, can be to this
The technical scheme of utility model is modified or equivalent, without deviating from objective and the model of technical solutions of the utility model
Enclosing, it all should be contained in the middle of right of the present utility model.
Claims (5)
1. a self-propelled tunnel inverted arch reinforcing bar spelling installs chassis, it is characterised in that: include rectangle bearing frame, drive a vehicle, drive a vehicle
Beam, travelling wheel and a spike；Rectangle bearing frame is rectangular frame structure, and crane beam is installed on two horizontal strokes at rectangle bearing frame top
Between beam and can be along this cross beam movement, described driving be installed on crane beam and can move along crane beam；Described travelling wheel
Being located at the lower end of each column of rectangle bearing frame, a spike is arranged with travelling wheel one_to_one corresponding.
Self-propelled tunnel the most according to claim 1 inverted arch reinforcing bar spelling installs chassis, it is characterised in that: described travelling wheel
For rail steel wheel or trackless rubber wheel.
Self-propelled tunnel the most according to claim 1 inverted arch reinforcing bar spelling installs chassis, it is characterised in that: described spike
For upper and lower telescopic supporting rod.
Self-propelled tunnel the most according to claim 1 inverted arch reinforcing bar spelling installs chassis, it is characterised in that: described travelling wheel
Being driven by motor, every travelling wheel sets a motor.
Self-propelled tunnel the most according to claim 1 inverted arch reinforcing bar spelling installs chassis, it is characterised in that: described rectangle holds
In the middle part of two crossbeams bottom weight frame, corresponding inverted arch trestle is provided with track travelling wheel and for driving what track travelling wheel rotated to drive
Galvanic electricity motivation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620760973.XU CN205743934U (en) | 2016-07-19 | 2016-07-19 | Self-propelled tunnel inverted arch reinforcing bar spelling installs chassis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620760973.XU CN205743934U (en) | 2016-07-19 | 2016-07-19 | Self-propelled tunnel inverted arch reinforcing bar spelling installs chassis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205743934U true CN205743934U (en) | 2016-11-30 |
Family
ID=57375627
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620760973.XU Expired - Fee Related CN205743934U (en) | 2016-07-19 | 2016-07-19 | Self-propelled tunnel inverted arch reinforcing bar spelling installs chassis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205743934U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644794A (en) * | 2019-10-14 | 2020-01-03 | 郑州工程技术学院 | Steel frame fixing device for civil engineering |
| CN111535858A (en) * | 2020-04-30 | 2020-08-14 | 招商局重庆交通科研设计院有限公司 | Complete equipment for quickly replacing inverted arch of tunnel and construction method |
| CN111550270A (en) * | 2020-05-20 | 2020-08-18 | 中铁隧道集团一处有限公司 | Ultra-large self-propelled tunnel multifunctional operation platform and tunnel steel bar waterproof board construction method |
-
2016
- 2016-07-19 CN CN201620760973.XU patent/CN205743934U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644794A (en) * | 2019-10-14 | 2020-01-03 | 郑州工程技术学院 | Steel frame fixing device for civil engineering |
| CN111535858A (en) * | 2020-04-30 | 2020-08-14 | 招商局重庆交通科研设计院有限公司 | Complete equipment for quickly replacing inverted arch of tunnel and construction method |
| CN111550270A (en) * | 2020-05-20 | 2020-08-18 | 中铁隧道集团一处有限公司 | Ultra-large self-propelled tunnel multifunctional operation platform and tunnel steel bar waterproof board construction method |
| CN111550270B (en) * | 2020-05-20 | 2021-07-09 | 中铁隧道集团一处有限公司 | Ultra-large self-propelled tunnel multifunctional operation platform and tunnel steel bar waterproof board construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20190719 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |