CN206267859U - A kind of support of tunnel structure - Google Patents
A kind of support of tunnel structure Download PDFInfo
- Publication number
- CN206267859U CN206267859U CN201621425048.8U CN201621425048U CN206267859U CN 206267859 U CN206267859 U CN 206267859U CN 201621425048 U CN201621425048 U CN 201621425048U CN 206267859 U CN206267859 U CN 206267859U
- Authority
- CN
- China
- Prior art keywords
- pillar
- angled seat
- hydraulic stem
- cross bar
- utility
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 abstract description 12
- 230000006641 stabilisation Effects 0.000 abstract description 5
- 238000011105 stabilization Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model provides a kind of support of tunnel structure, the upper surface of the base is provided with hydraulic stem, the upper end of the hydraulic stem is provided with cross bar, the upper surface of the cross bar is provided with the first pillar, the upper end of first pillar and the medial surface connection of interior arch layer, the lateral surface of the interior arch layer is provided with the second angled seat, the medial surface of the bowed out layer is provided with the first angled seat, first angled seat and the second angled seat are connected by connecting rod, the side middle part of the hydraulic stem and one end of the second pillar connect, the medial surface connection of the other end of second pillar and interior arch layer, using hydraulic stem, second pillar, cross bar, first pillar, make being more uniformly stressed and stabilization for whole supporting construction, the first angled seat and the second angled seat are connected by connecting rod simultaneously, the pressure for enabling whole supporting construction to bear is bigger；Designed using double arch layers, security is good.
Description
Technical field
The utility model is related to a kind of support of tunnel structure, more particularly to a kind of support of tunnel structure.
Background technology
With the further reinforcement of foundation engineering, urban track traffic and railway traffic have turned into the important friendship that people go on a journey
Logical instrument；In the process of construction of track traffic and railway traffic, large cross-section tunnel is always emphasis and difficulty in engineering construction
Point, particularly open trench tunnel, because its tunnel-liner requirement one-shot forming, and inner surface Forming Quality, presentation quality etc. are required
It is higher；Therefore, in work progress, after security, the intensity of support system, rigidity, resistance to overturning, tunnel shaping
At dimensional accuracy, different radii structure be smoothly connected etc. require it is higher.
Utility model content
The technical problems to be solved in the utility model is to overcome existing defect, there is provided a kind of support of tunnel structure, is used
Hydraulic stem, the second pillar, cross bar, the first pillar, make being more uniformly stressed and stabilization for whole supporting construction, while the first angled seat
Connected by connecting rod with the second angled seat, the pressure for enabling whole supporting construction to bear is bigger；Designed using double arch layers, safety
Property is good.
In order to solve the above-mentioned technical problem, the utility model provides following technical scheme：Including base and bowed out layer,
The upper surface of the base is provided with hydraulic stem, and the upper end of the hydraulic stem is provided with cross bar, and the upper surface of the cross bar is provided with first
The medial surface connection of pillar, the upper end of first pillar and interior arch layer, the lateral surface of the interior arch layer is provided with the second angled seat, institute
The medial surface for stating bowed out layer is provided with the first angled seat, and first angled seat and the second angled seat are connected by connecting rod, the hydraulic pressure
The side middle part of bar and one end of the second pillar connect, the medial surface connection of the other end of second pillar and interior arch layer.
Used as a kind of optimal technical scheme of the present utility model, the quantity of first angled seat and the second angled seat is nine
It is individual.
Used as a kind of optimal technical scheme of the present utility model, the side surface upper part of the hydraulic stem and the lower surface of cross bar set
There is fix bar.
Used as a kind of optimal technical scheme of the present utility model, the quantity of first pillar is three, three first
Post equidistantly distributed on cross bar.
The beneficial effect that the utility model is reached compared with prior art is：Using hydraulic stem, the second pillar, cross bar,
First pillar, makes being more uniformly stressed and stabilization for whole supporting construction, while the first angled seat and the second angled seat pass through connecting rod
Connection, the pressure for enabling whole supporting construction to bear is bigger；Designed using double arch layers, security is good.
Brief description of the drawings
Accompanying drawing is used for providing being further understood to of the present utility model, and constitutes a part for specification, with this practicality
New embodiment is used to explain the utility model together, does not constitute to limitation of the present utility model.
In the accompanying drawings：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the angled seat of the utility model first, the second angled seat and connecting rod enlarged diagram.
Label in figure：1st, base；2nd, hydraulic stem；3rd, fix bar；4th, cross bar；5th, the first pillar；6th, connecting rod；7th, it is bowed out
Layer；8th, interior arch layer；9th, the first angled seat；10 second angled seats；11st, the second pillar.
Specific embodiment
Preferred embodiment of the present utility model is illustrated below in conjunction with accompanying drawing, it will be appreciated that described herein excellent
Select embodiment to be merely to illustrate and explain the utility model, be not used to limit the utility model.
Embodiment：As shown in Figure 1-2, the utility model provides a kind of support of tunnel structure, including base 1 and bowed out layer 7,
The upper surface of base 1 is provided with hydraulic stem 2, and the upper end of hydraulic stem 2 is provided with cross bar 4, under the side surface upper part and cross bar 4 of hydraulic stem 2
Surface is provided with fix bar 3, and the upper surface of cross bar 4 is provided with the first pillar 5, and the quantity of the first pillar 5 is three, three the first pillars
5 on cross bar 4 equidistantly distributed, the upper end of the first pillar 5 and interior arch layer 8 medial surface connection, it is interior arch layer 8 lateral surface be provided with
Second angled seat 10, the medial surface of bowed out layer 7 is provided with the first angled seat 9, and the first angled seat 9 and the second angled seat 10 are connected by connecting rod 6
Connect, the quantity of the first angled seat 9 and the second angled seat 10 is nine, and the first angled seat 9 and the second angled seat 10 are connected by connecting rod 6,
The pressure for enabling whole supporting construction to bear is bigger, and the side middle part of hydraulic stem 2 and one end of the second pillar 11 connect, hydraulic pressure
Bar 2, the second pillar 11, cross bar 4, the structure of the first pillar 5, make being more uniformly stressed and stabilization for whole supporting construction, second
The medial surface connection of the other end of pillar 11 and interior arch layer 8, is designed using double arch layers, and security is good.
The utility model uses hydraulic stem 2, the second pillar 11, cross bar 4, the first pillar 5, makes receiving for whole supporting construction
The more uniform stabilization of power, while the first angled seat 9 and the second angled seat 10 are connected by connecting rod 6, enables whole supporting construction
The pressure for bearing is bigger；Designed using double arch layers, security is good.
Finally it should be noted that：Preferred embodiment of the present utility model is the foregoing is only, this is not limited to
Utility model, although being described in detail to the utility model with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic
Carry out equivalent.It is all it is of the present utility model spirit and principle within, any modification, equivalent substitution and improvements made etc.,
Should be included within protection domain of the present utility model.
Claims (4)
1. a kind of support of tunnel structure, it is characterised in that including base (1) and bowed out layer (7), the upper surface of the base (1)
Hydraulic stem (2) is provided with, the upper end of the hydraulic stem (2) is provided with cross bar (4), and the upper surface of the cross bar (4) is provided with the first pillar
(5), the medial surface connection of the upper end of first pillar (5) and interior arch layer (8), the lateral surface of interior arch layer (8) is provided with the
Two angled seats (10), the medial surface of the bowed out layer (7) is provided with the first angled seat (9), first angled seat (9) and the second angled seat
(10) connected by connecting rod (6), one end of the side of the hydraulic stem (2) middle part and the second pillar (11) connects, described the
The medial surface connection of the other end of two pillars (11) and interior arch layer (8).
2. a kind of support of tunnel structure according to claim 1, it is characterised in that first angled seat (9) and second jiao
The quantity of seat (10) is nine.
3. a kind of support of tunnel structure according to claim 2, it is characterised in that the side surface upper part of the hydraulic stem (2)
Fix bar (3) is provided with the lower surface of cross bar (4).
4. a kind of support of tunnel structure according to claim 3, it is characterised in that the quantity of first pillar (5) is
Three, three the first pillar (5) equidistantly distributeds on cross bar (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425048.8U CN206267859U (en) | 2016-12-23 | 2016-12-23 | A kind of support of tunnel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425048.8U CN206267859U (en) | 2016-12-23 | 2016-12-23 | A kind of support of tunnel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206267859U true CN206267859U (en) | 2017-06-20 |
Family
ID=59047752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621425048.8U Expired - Fee Related CN206267859U (en) | 2016-12-23 | 2016-12-23 | A kind of support of tunnel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206267859U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108087006A (en) * | 2017-11-21 | 2018-05-29 | 上海骐钛机械有限公司 | A kind of support of tunnel structure with locating alarming |
| CN108798722A (en) * | 2018-06-04 | 2018-11-13 | 郑州工程技术学院 | A kind of roadway support concrete steel pipe support frame device and method for supporting |
| CN108915738A (en) * | 2018-07-12 | 2018-11-30 | 西安科技大学 | A kind of tunnel tunnel face supporting apparatus |
| CN110145342A (en) * | 2019-06-06 | 2019-08-20 | 河北省交通规划设计院 | A tunnel support device with high stability |
-
2016
- 2016-12-23 CN CN201621425048.8U patent/CN206267859U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108087006A (en) * | 2017-11-21 | 2018-05-29 | 上海骐钛机械有限公司 | A kind of support of tunnel structure with locating alarming |
| CN108798722A (en) * | 2018-06-04 | 2018-11-13 | 郑州工程技术学院 | A kind of roadway support concrete steel pipe support frame device and method for supporting |
| CN108915738A (en) * | 2018-07-12 | 2018-11-30 | 西安科技大学 | A kind of tunnel tunnel face supporting apparatus |
| CN110145342A (en) * | 2019-06-06 | 2019-08-20 | 河北省交通规划设计院 | A tunnel support device with high stability |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206267859U (en) | A kind of support of tunnel structure | |
| CN203961028U (en) | A kind of high-intensity solder sphere and truss connected node | |
| CN201756967U (en) | Single track railway shield tunnel longitudinal rigidity reinforcing structure | |
| CN202250098U (en) | Segment lining structure that can provide continuous reaction force surface for shield tunneling | |
| CN101648229A (en) | Porthole extrusion die | |
| CN203700932U (en) | Multi-span anti-symmetric cable plane and anti-symmetric arch cable-stayed bridge | |
| CN203927262U (en) | A kind of LED screen backrest | |
| CN204435546U (en) | A kind of major diameter lattice steel tubular structure of imitative seedpod of the lotus bar | |
| CN206917081U (en) | A kind of beam column of steel structure | |
| CN207032978U (en) | Upper frame rail component for vertical circulating parking equipment | |
| CN206752538U (en) | A kind of steel construction jacking apparatus for settlement stability | |
| CN204551260U (en) | Bridge Sarasota stiff skeleton | |
| CN203213398U (en) | Variable-section conversion node column | |
| CN205098292U (en) | Racing body frame | |
| CN203702176U (en) | Side framework support structure of tunnel lining trolley | |
| CN209703281U (en) | A pre-buried channel with high structural strength | |
| CN202969253U (en) | Spherical hinge vibrating hole structure of cover plates provided with non-metal slide plates | |
| CN204946503U (en) | A kind of view lands media advertisement board | |
| CN207032975U (en) | Vehicle frame for vertical circulating parking equipment | |
| CN206493948U (en) | New headwall vestibule diaphragm pillar construction | |
| CN204401848U (en) | Fill concrete dumb-bell shape stretching rope mast in a kind of | |
| CN202913742U (en) | Folding car table carrying structure for movable stereo parking device | |
| CN205477671U (en) | Double -deck U shaped steel yieldable support | |
| CN204001975U (en) | A kind of six angle pipes tent | |
| CN204421879U (en) | The roundness measurement frock of shield machine shield body |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lv Shuangwei Inventor before: Chen Jinyin |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171122 Address after: 324000 Zhejiang province Quzhou new road Kecheng District 45 unit 4 Building Room 301 Patentee after: Lv Shuangwei Address before: 362000, No. 198, Zhong Zhong Cun, Feng Feng Town, Yongchun County, Quanzhou, Fujian Patentee before: Chen Jinyin |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171204 Address after: 324022 Nanshan Road, Qujiang Economic Development Zone, Quzhou, Zhejiang Province, No. 36 Patentee after: Zhejiang Shun Road Bridge Engineering Co., Ltd. Address before: 324000 Zhejiang province Quzhou new road Kecheng District 45 unit 4 Building Room 301 Patentee before: Lv Shuangwei |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170620 Termination date: 20171223 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |