CN108611983A - A kind of Bridge Erector of bridging method and band special piling machine - Google Patents
A kind of Bridge Erector of bridging method and band special piling machine Download PDFInfo
- Publication number
- CN108611983A CN108611983A CN201810628465.XA CN201810628465A CN108611983A CN 108611983 A CN108611983 A CN 108611983A CN 201810628465 A CN201810628465 A CN 201810628465A CN 108611983 A CN108611983 A CN 108611983A
- Authority
- CN
- China
- Prior art keywords
- bridge
- erector
- bridge erector
- precast segment
- pier
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
Abstract
The invention discloses a kind of bridging method and the Bridge Erectors of band special piling machine, are constructed using the Bridge Erector with piling machine；The Bridge Erector with piling machine, including Bridge Erector, before and after the Bridge Erector front end in telescopic arms setting can longitudinal extension, extend to the longitudinal bracing frame on ground, fill the traveling pile driver that can be moved forward and backward on Bridge Erector；The bridge pier precast segment downward putting device that setting can transfer combined type bridge pier precast segment on Bridge Erector.The present invention is easy for construction, quick, substantially increases construction efficiency, saves construction cost.
Description
Technical field
The present invention relates to a kind of bridging method and Bridge Erectors.
Background technology
In the roads such as high ferro, construction of railways, it is often necessary to it is built bridge using Bridge Erector, and existing Bridge Erector is built bridge
Method is first to carry out all Bridge Pier Constructions, after the completion of Bridge Pier Construction, Bridge Erector is recycled to carry out Summarized Account of Bridge Erection Construction；The construction of bridge pier is still
So sufficiently complex, difficulty of construction is big, engineering progress is slow.
Invention content
The purpose of the present invention is to provide a kind of easy for construction, the bridging method that work efficiency is high and band special piling machine
Bridge Erector.
Technical solution of the invention is：
A kind of bridging method, it is characterized in that：It is constructed using the Bridge Erector with piling machine；The Bridge Erector with piling machine,
Including Bridge Erector, before and after the Bridge Erector front end in telescopic arms setting can longitudinal extension, extend to the longitudinal bracing frame on ground, frame
The traveling pile driver that can be moved forward and backward is filled on bridge machine；The bridge pier that setting can transfer combined type bridge pier precast segment on Bridge Erector
Precast segment downward putting device；
Construction includes the following steps：
（1）First with Bridge Erector in the place for needing that bridge pier is arranged, lower section longitudinal bracing frame；
（2）Bridge floor is shelved on front support point and longitudinal bracing frame；
（3）Traveling pile driver is moved to stake position, carries out piling construction, and will combine by bridge pier precast segment downward putting device
Formula bridge pier precast segment transfers to pier location and carries out bridge pier assembling；Bridge pier after assembling substitutes longitudinal bracing frame to step（2）
The bridge floor is supported, and as the front support point of next bridge floor；
Repeat step（1）~（3）, completed until building bridge.
A kind of Bridge Erector of the bridging method with piling machine, including Bridge Erector, it is characterized in that：In Bridge Erector front end
Front and back telescopic arms on setting can longitudinal extension, extend to the longitudinal bracing frame on ground, fill the shifting that can be moved forward and backward on Bridge Erector
Dynamic formula piling machine；The bridge pier precast segment downward putting device that setting can transfer combined type bridge pier precast segment on Bridge Erector.
The present invention is easy for construction, quick, substantially increases construction efficiency, saves construction cost.
Description of the drawings
The invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural schematic diagram of the Bridge Erector of the invention with piling machine.
Specific implementation mode
A kind of bridging method is constructed using the Bridge Erector with piling machine；The Bridge Erector with piling machine, including frame
Bridge machine, before and after the Bridge Erector front end in telescopic arms setting can longitudinal extension, extend to the longitudinal bracing frame on ground, on Bridge Erector
Fill the traveling pile driver that can be moved forward and backward；Prefabricated group of the bridge pier that setting can transfer combined type bridge pier precast segment on Bridge Erector
Part downward putting device；
Construction includes the following steps：
（1）First with Bridge Erector in the place for needing that bridge pier is arranged, lower section longitudinal bracing frame；
（2）Bridge floor is shelved on front support point and longitudinal bracing frame；
（3）Traveling pile driver is moved to stake position, carries out piling construction, and will combine by bridge pier precast segment downward putting device
Formula bridge pier precast segment transfers to pier location and carries out bridge pier assembling；Bridge pier after assembling substitutes longitudinal bracing frame to step（2）
The bridge floor is supported, and as the front support point of next bridge floor；
Repeat step（1）~（3）, completed until building bridge.
A kind of Bridge Erector of the bridging method with piling machine, including Bridge Erector 1, can before and after Bridge Erector front end
On telescopic arm 2 setting can longitudinal extension, extend to the longitudinal bracing frame 3 on ground, filling the movable type that can be moved forward and backward on Bridge Erector beats
Stake machine 4；The bridge pier precast segment downward putting device 5 that setting can transfer combined type bridge pier precast segment on Bridge Erector.
Claims (2)
1. a kind of bridging method, it is characterized in that：It is constructed using the Bridge Erector with piling machine；The bridge formation with piling machine
Machine, including Bridge Erector, before and after the Bridge Erector front end in telescopic arms setting can longitudinal extension, extend to the longitudinal bracing on ground
Frame fills the traveling pile driver that can be moved forward and backward on Bridge Erector；Setting can transfer combined type bridge pier precast segment on Bridge Erector
Bridge pier precast segment downward putting device；
Construction includes the following steps：
（1）First with Bridge Erector in the place for needing that bridge pier is arranged, longitudinal bracing frame is transferred；
（2）Bridge floor is shelved on front support point and longitudinal bracing frame；
（3）Traveling pile driver is moved to stake position, carries out piling construction, and will combine by bridge pier precast segment downward putting device
Formula bridge pier precast segment transfers to pier location and carries out bridge pier assembling；Bridge pier after assembling substitutes longitudinal bracing frame to step（2）
The bridge floor is supported, and as the front support point of next bridge floor；
Repeat step（1）~（3）, completed until building bridge.
2. a kind of Bridge Erector of the bridging method described in claim 1 with piling machine, including Bridge Erector, it is characterized in that：In frame
In the front and back telescopic arms of bridge machine front end setting can longitudinal extension, extend to the longitudinal bracing frame on ground, dress can be front and back on Bridge Erector
Mobile traveling pile driver；The bridge pier precast segment that setting can transfer combined type bridge pier precast segment on Bridge Erector transfers dress
It sets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810628465.XA CN108611983A (en) | 2018-06-19 | 2018-06-19 | A kind of Bridge Erector of bridging method and band special piling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810628465.XA CN108611983A (en) | 2018-06-19 | 2018-06-19 | A kind of Bridge Erector of bridging method and band special piling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108611983A true CN108611983A (en) | 2018-10-02 |
Family
ID=63665350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810628465.XA Withdrawn CN108611983A (en) | 2018-06-19 | 2018-06-19 | A kind of Bridge Erector of bridging method and band special piling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108611983A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110775892A (en) * | 2019-10-31 | 2020-02-11 | 三一海洋重工有限公司 | Fork truck arm strutting arrangement and fork truck |
| CN111254837A (en) * | 2020-03-04 | 2020-06-09 | 成都天府轨谷科技有限公司 | Construction method for building bridge by bridge crane fishing method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2418156Y (en) * | 2000-04-28 | 2001-02-07 | 秦皇岛市北戴河机械厂 | Double guiding-beam bridge-laying machine |
| CN2507903Y (en) * | 2001-08-20 | 2002-08-28 | 郭文学 | Fore-and-aft self-extension nose girder bridging machine |
| KR20130003161A (en) * | 2011-06-30 | 2013-01-09 | 주식회사 리노이엔지 | Reclamaion frame construntion apparatus of concrete slab and reclamaion frame construntion method using the same |
| US9739019B1 (en) * | 2014-06-13 | 2017-08-22 | Gomaco Corporation | Bridge paving device |
| CN107740350A (en) * | 2017-09-21 | 2018-02-27 | 郑州新大方重工科技有限公司 | The bridge pier column construction method and its passing method of full precast bridge Bridge Erector |
| CN207062949U (en) * | 2017-07-05 | 2018-03-02 | 河南省高远公路养护技术有限公司 | A kind of traveling pile driver |
-
2018
- 2018-06-19 CN CN201810628465.XA patent/CN108611983A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2418156Y (en) * | 2000-04-28 | 2001-02-07 | 秦皇岛市北戴河机械厂 | Double guiding-beam bridge-laying machine |
| CN2507903Y (en) * | 2001-08-20 | 2002-08-28 | 郭文学 | Fore-and-aft self-extension nose girder bridging machine |
| KR20130003161A (en) * | 2011-06-30 | 2013-01-09 | 주식회사 리노이엔지 | Reclamaion frame construntion apparatus of concrete slab and reclamaion frame construntion method using the same |
| US9739019B1 (en) * | 2014-06-13 | 2017-08-22 | Gomaco Corporation | Bridge paving device |
| CN207062949U (en) * | 2017-07-05 | 2018-03-02 | 河南省高远公路养护技术有限公司 | A kind of traveling pile driver |
| CN107740350A (en) * | 2017-09-21 | 2018-02-27 | 郑州新大方重工科技有限公司 | The bridge pier column construction method and its passing method of full precast bridge Bridge Erector |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110775892A (en) * | 2019-10-31 | 2020-02-11 | 三一海洋重工有限公司 | Fork truck arm strutting arrangement and fork truck |
| CN111254837A (en) * | 2020-03-04 | 2020-06-09 | 成都天府轨谷科技有限公司 | Construction method for building bridge by bridge crane fishing method |
| CN111254837B (en) * | 2020-03-04 | 2021-06-22 | 成都天府轨谷科技有限公司 | Construction method for building bridge by bridge crane fishing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181002 |