CN207959020U - It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device - Google Patents
It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device Download PDFInfo
- Publication number
- CN207959020U CN207959020U CN201820180602.3U CN201820180602U CN207959020U CN 207959020 U CN207959020 U CN 207959020U CN 201820180602 U CN201820180602 U CN 201820180602U CN 207959020 U CN207959020 U CN 207959020U
- Authority
- CN
- China
- Prior art keywords
- frame structure
- high ferro
- existing high
- pushing tow
- speed rail
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses wear high ferro device under a kind of road balancing pushing tow frame structure method based on ballast, including the existing high ferro bridge pier on ground level and ground level, it is provided with existing high-speed rail bridge on the high ferro bridge pier, construction has the foundation pit of back stake and excavation under the ground level of the existing high-speed rail bridge side, the frame structure main body for wearing existing high-speed rail bridge is provided with down in the foundation pit, it is provided with enclosing in the frame structure main body, deformation monitoring device is provided on the existing high-speed rail bridge.The utility model prefabricated enclosing above frame structure, and deformation monitoring measuring point is installed in existing high-speed rail bridge structure.In jack-in process, the monitoring data fed back according to deformation monitoring device, rubble is inserted within the scope of enclosing, and rubble amount is adjusted in real time, compared with traditional pushing tow frame structure method, cancels track strengthening system, increase building enclosure and frame top pressure weight, and increase the monitoring system of existing high ferro, it is ensured that the deformation of existing high ferro is controllable.
Description
Technical field
The utility model belongs to a kind of device repaired or reinforce existing highway bridge, and in particular to one kind is pushed up based on ballast balance
It pushes away and wears high ferro device under the road of frame structure method.
Background technology
Currently, pushing tow frame structure fado is used to down wear the engineering for wearing existing railway roadbed under newly-built road, by frame structure main body, line
The compositions such as road reinforcement system, three pile body systems.Due to lacking ballast measure and monitoring measure, there is influence to contiguous structure object not
Controllable problem.For ultra-deep digs under road and wears high ferro, the requirement due to high ferro for malformation is extremely harsh, needs
Existing pushing tow frame structure method is improved.
Currently, ultra-deep there is no to dig under road the engineering precedent for wearing existing high-speed rail bridge both at home and abroad.
Invention content
The utility model proposes in order to solve the problems existing in the prior art, a kind of based on ballast balance the purpose is to provide
High ferro device is worn under the road of pushing tow frame structure method.
The technical solution of the utility model is：It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device,
Including the existing high ferro bridge pier on ground level and ground level, be provided with existing high-speed rail bridge on the high ferro bridge pier, it is described both
Have to construct under the ground level of high-speed rail bridge side and have the foundation pit of back stake and excavation, is provided with down in the foundation pit and wears existing height
The frame structure main body of metal bridge beam is provided with enclosing in the frame structure main body, deformation monitoring device is provided on the existing high-speed rail bridge.
The frame structure includes frame structure main body, and enclosing is provided in the frame structure main body.
The side-walls of the frame structure main body, which are provided with down, wears driving device.
It is the jack being connected with the side wall of frame structure main body that driving device is worn under described.
The side wall for holding out against end and being evenly distributed on frame structure main body of the jack.
It is identical that direction is worn in the direction of the jack under.
The guaranteed existing high-speed rail bridge of filling deforms controllable rubble in the covering scope of the enclosing.
The utility model prefabricated enclosing above frame structure, and deformation monitoring measuring point is installed in existing high-speed rail bridge structure.
In jack-in process, according to the monitoring data that deformation monitoring device is fed back, rubble is inserted within the scope of enclosing, and adjust rubble in real time
Amount ensures the stably and controllable of existing high ferro deformation.Compared with traditional pushing tow frame structure method, cancels track strengthening system, increase
Building enclosure and frame top pressure weight, and increase the monitoring system of existing high ferro, it is ensured that the deformation of existing high ferro is controllable.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Wherein：
1 existing 2 ground level of high ferro bridge pier
3 frame structure main body, 4 enclosing
5 rubble, 6 jack
7 foundation pit, 8 back stake
9 existing high-speed rail bridge, 10 deformation monitoring device.
Specific implementation mode
Hereinafter, the utility model is described in detail with reference to drawings and examples：
As shown in Figure 1, it is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device, including ground level 2 with
And the existing high ferro bridge pier 1 on ground level 2, existing high-speed rail bridge 9, the existing high metal bridge are provided on the high ferro bridge pier 1
2 times constructions of ground level of 9 side of beam have the foundation pit 7 of back stake and excavation, are provided with down in the foundation pit 7 and wear existing high metal bridge
The frame structure of beam 9 is provided with deformation monitoring device 10 on the existing high-speed rail bridge 9.
The frame structure includes frame structure main body 3, and enclosing 4 is provided in the frame structure main body 3.
The rear end of the frame structure main body 3, which is provided with down, wears driving device.
It is the jack 6 being connected with the rear end of frame structure main body 3 that driving device is worn under described.
The rear end for holding out against end and being evenly distributed on frame structure main body 3 of the jack 6.
It is identical that direction is worn in the direction of the jack 6 under.
Guaranteed existing high-speed rail bridge 9 is inserted in the covering scope of the enclosing 4 deforms controllable rubble 5.
The deformation monitoring device 10 can monitor in real time.
The work progress of the utility model is as follows：
Construction back stake 8 first, then excavation pit 7, carry out frame structure main body 3, and frame structure top of constructing inside foundation pit 7
Enclosing 4, install jack 6.The installation deformation monitoring device 10 in existing high ferro beam body 9.
After the completion of the above work, start jack 6, proceeds by the jacking work of frame structure.In jack-in process, according to deformation
The measurement data that monitor 10 is fed back inserts rubble 5, to ensure that the deformation of existing high ferro can in the range of enclosing 4 is covered
Control.
The utility model prefabricated enclosing above frame structure, and deformation monitoring measuring point is installed in existing high-speed rail bridge structure.
In jack-in process, according to the monitoring data that deformation monitoring device is fed back, rubble is inserted within the scope of enclosing, and adjust rubble in real time
Amount ensures the stably and controllable of existing high ferro deformation.Compared with traditional pushing tow frame structure method, cancels track strengthening system, increase
Building enclosure and frame top pressure weight, and increase the monitoring system of existing high ferro, it is ensured that the deformation of existing high ferro is controllable.
Claims (7)
1. wearing high ferro device, including ground level under a kind of road balancing pushing tow frame structure method based on ballast（2）And ground level（2）
On existing high ferro bridge pier（1）, it is characterised in that：The high ferro bridge pier（1）On be provided with existing high-speed rail bridge（9）, it is described both
There is high-speed rail bridge（9）The ground level of side（2）Lower construction has the foundation pit of back stake and excavation（7）, the foundation pit（7）Middle setting
Existing high-speed rail bridge is worn under having（9）Frame structure, the existing high-speed rail bridge（9）On be provided with deformation monitoring device（10）.
2. wearing high ferro device, feature under a kind of road balancing pushing tow frame structure method based on ballast according to claim 1
It is：The frame structure includes frame structure main body（3）, the frame structure main body（3）On be provided with enclosing（4）.
3. wearing high ferro device, feature under a kind of road balancing pushing tow frame structure method based on ballast according to claim 2
It is：The frame structure main body（3）Rear end be provided with down and wear driving device.
4. wearing high ferro device, feature under a kind of road balancing pushing tow frame structure method based on ballast according to claim 3
It is：Driving device is worn under described is and frame structure main body（3）The connected jack in rear end（6）.
5. wearing high ferro device, feature under a kind of road balancing pushing tow frame structure method based on ballast according to claim 4
It is：The jack（6）The end that holds out against be evenly distributed on frame structure main body（3）Rear end.
6. wearing high ferro device, feature under a kind of road balancing pushing tow frame structure method based on ballast according to claim 4
It is：The jack（6）To wear direction under identical in direction.
7. wearing high ferro device, feature under a kind of road balancing pushing tow frame structure method based on ballast according to claim 4
It is：The enclosing（4）Covering scope in the guaranteed existing high-speed rail bridge of filling（9）Deform controllable rubble（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820180602.3U CN207959020U (en) | 2018-02-02 | 2018-02-02 | It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820180602.3U CN207959020U (en) | 2018-02-02 | 2018-02-02 | It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207959020U true CN207959020U (en) | 2018-10-12 |
Family
ID=63736739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820180602.3U Active CN207959020U (en) | 2018-02-02 | 2018-02-02 | It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207959020U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112538872A (en) * | 2020-11-17 | 2021-03-23 | 同济大学 | Isolation pile foundation adjacent to high-speed railway bridge and pile loading construction model test system |
| CN113089464A (en) * | 2021-04-28 | 2021-07-09 | 中铁第六勘察设计院集团有限公司 | Method for controlling bridge deformation in road under-crossing high-speed rail bridge engineering |
-
2018
- 2018-02-02 CN CN201820180602.3U patent/CN207959020U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112538872A (en) * | 2020-11-17 | 2021-03-23 | 同济大学 | Isolation pile foundation adjacent to high-speed railway bridge and pile loading construction model test system |
| CN112538872B (en) * | 2020-11-17 | 2021-09-14 | 同济大学 | Isolation pile foundation adjacent to high-speed railway bridge and pile loading construction model test system |
| CN113089464A (en) * | 2021-04-28 | 2021-07-09 | 中铁第六勘察设计院集团有限公司 | Method for controlling bridge deformation in road under-crossing high-speed rail bridge engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111396063B (en) | Construction method for short-distance upward-crossing existing line downward-passing sewage jacking pipe of water-rich sand layer shield | |
| CN101230785B (en) | Construction method for large section and multiple sections tunnel lining | |
| CN105804758B (en) | Across constructing metro tunnel method on the rectangular top pipe of the shallow small spacing of earthing big cross section | |
| CN103757993B (en) | High-speed railway subgrade sedimentation repair system and method | |
| CN102966122B (en) | The method of bridge deformation is controlled when building tunnel near the basis of bridge | |
| CN106979021B (en) | Large-section loess tunnel excavates and preliminary bracing quick closure cyclization method | |
| CN101858222A (en) | Method for controlling deformation in zero-distance tunneling of new tunnel under existing subway construction | |
| CN112613106B (en) | Method for calculating tunnel bottom load of tunnel bottom drum section | |
| CN202416195U (en) | Pier deviation correcting and reinforcing system | |
| CN207959020U (en) | It is a kind of based on ballast balance pushing tow frame structure method road under wear high ferro device | |
| CN102277885A (en) | Method for underpinning pile foundation of high-speed railway continuous rigid frame bridge | |
| CN110700237A (en) | Construction method of diaphragm wall for preventing concrete from flowing around | |
| CN104314006B (en) | Towards the high-performance slide device of large-tonnage pushing tow engineering | |
| CN109457708A (en) | The construction method of temporary support in a kind of deep foundation ditch concrete structure construction procedure | |
| CN106193117A (en) | A kind of assembling and construction method of the prefabricated pipe gallery in underground | |
| CN115539095A (en) | Waterproof and monitoring method for shield construction | |
| CN202659247U (en) | Back templates and combined steel die for tunnel inverted arch construction | |
| CN106869145A (en) | Highway embankment partial collapse quick-speed first-aid repair method based on junked tire | |
| CN107100629B (en) | Control method and structure for plastic deformation of soft soil layer lying under shield tunnel | |
| CN103967052B (en) | A kind of method of protecting the new and old frame core-tube system substrate discrepancy in elevation soil body | |
| CN108797760A (en) | The construction method of rail yard drainage pipeline temporary support structure | |
| CN100535392C (en) | Bridge type shield construction method for box type bridge | |
| CN102392402A (en) | Road and bridge transition section grouting construction method used during jacking construction | |
| CN204224990U (en) | Towards the high-performance slide device of large-tonnage pushing tow engineering | |
| CN207919602U (en) | Excavation of foundation pit closes on the supporting construction of existing shallow foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200806 Address after: 100844 Fuxing Road, Beijing, Haidian District, No. 10 Co-patentee after: CHINA RAILWAY DESIGN Corp. Patentee after: China National Railway Group Co.,Ltd. Address before: 300142 Hebei District, Zhongshan Road, No. 10, Patentee before: CHINA RAILWAY DESIGN Corp. |
|
| TR01 | Transfer of patent right |