CN109137735A - A kind of pile-driving method and special equipment using Bridge Erector - Google Patents
A kind of pile-driving method and special equipment using Bridge Erector Download PDFInfo
- Publication number
- CN109137735A CN109137735A CN201811007101.6A CN201811007101A CN109137735A CN 109137735 A CN109137735 A CN 109137735A CN 201811007101 A CN201811007101 A CN 201811007101A CN 109137735 A CN109137735 A CN 109137735A
- Authority
- CN
- China
- Prior art keywords
- bridge erector
- bridge
- pile
- construction
- erector
- 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.)
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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
- 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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of pile-driving method using Bridge Erector and special equipments, are constructed using Bridge Erector, piling machine；Before and after the Bridge Erector front end in telescopic arms setting can longitudinal extension, extend to the longitudinal bracing frame on ground, dress can at least one of sliding rail is moved forward and backward along Bridge Erector pilot hole machine, blender, piling machine on Bridge Erector.The present invention is easy for construction, quick, and making the construction of bridge prefabrication method includes pile foundation, substantially increases construction efficiency, saves construction cost.
Description
Technical field
The present invention relates to a kind of pile-driving method and special equipments.
Background technique
The superstructure construction of the overpass such as existing highway, railway, pipeline is transported using prefabrication again more and more
To the method for on-site consolidation, Bridge Erector is exactly to travel in bridge rail, and prefabricated beam piece is placed into prefabricated bridge pier
Equipment up, this method require to accomplish fluently lower part pile foundation in advance, and pile foundation needs independent construction scheme to construct in advance.If engineering
Matter complicated condition is in the lake Jiang Hai, then pile foundation construction difficulty is big, engineering progress is slow, using pile driving barge, temporary trestle bridge etc.
Additional facilities cost is high.
Summary of the invention
The purpose of the present invention is to provide a kind of easy for construction, work efficiency is high using Bridge Erector pile-driving method and specially
Use equipment.
The technical solution of the invention is as follows:
A kind of pile-driving method using Bridge Erector, it is characterized in that: being constructed using Bridge Erector, piling machine；In Bridge Erector front end
Front and back telescopic arms on setting can longitudinal extension, extend to the longitudinal bracing frame on ground, fill and can be slided along Bridge Erector on Bridge Erector
Pilot hole machine that rail is moved forward and backward, blender, at least one of piling machine；
Construction includes the following steps:
(1) engineering starts generally access bridge, has ground construction condition, using conventional piling machine construct first three across pile foundation,
Prefabricated stake top portion is equipped with assembled cap beam and can connect with prefabricated cushion cap, then installs and fill prefabricated cushion cap, precast pier, then in bridge
Bridge Erector assembling is completed on pier, and prefabricated abutment is installed using Bridge Erector；
(2) the front and back telescopic arms extension of Bridge Erector front end extends to and transfers longitudinal bracing frame, support frame more than behind next place's stake position
It is fixed on ground；
(3) if pile sinking difficulty need pilot hole or need it is compound using soil cement and prefabricated pile, first by mobile pilot hole machine or
Blender is moved to stake position by the sliding rail in end arms before Bridge Erector, carries out pilot hole or stirring operation, then removes stake position；
(4) subsequent movement formula piling machine is moved to stake position by the sliding rail in end arms before Bridge Erector, prefabricated pile has passed through rear
The bridge floor that construction is completed is transported at piling machine, vertical decentralization to ground, by pressing, embraces one of pressure, vibration, hammering or several
Kind mode makes prefabricated pile sink down into predetermined depth, and precast pile is equipped with steel pipe as longitudinally through formula pipeline, can pass through piling machine
On high-pressure pump squeeze into Fast Setting Cement Slurry, gas, powder and wash away a subsoil body, the interim resistance that reduces makes tubular pole sink, later period soil cement
Body solidification, pile peripheral earth strength enhancing；
(5) on this position stake all construction after the completion of by prefabricated cushion cap, precast pier by rear constructed completion bridge floor transport
It is installed to stake position；
(6) Bridge Erector moves forward one across being fixed on Bridge Erector foreleg on the bridge pier of newest construction, pack up the support on ground
Frame, then telescopic arms are protracted, step (2) ~ (6) are repeated until bridge all construction completions.
A kind of pile-driving method construction equipment using Bridge Erector, it is characterized in that: including Bridge Erector, in Bridge Erector front end
In the telescopic arms of front and back setting can longitudinal extension, be fixed on the longitudinal bracing frame on ground, Bridge Erector main body is shelved on by supporting leg
On the bridge pier and longitudinal bracing frame, main body and telescopic arm are equipped with sliding rail；It is additionally provided with the pilot hole machine that can be moved on the slide rail, stirs
At least one of machine, piling machine are mixed, piling machine is equipped with high-pressure pump.
The present invention is easy for construction, quick, and making the construction of bridge prefabrication method includes pile foundation, substantially increases construction efficiency, saves
Construction cost is saved.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is construction equipment schematic diagram of the present invention.
Specific embodiment
A kind of pile-driving method using Bridge Erector, it is characterized in that: being constructed using Bridge Erector, piling machine；In Bridge Erector
In the front and back telescopic arms of front end setting can longitudinal extension, extend to the longitudinal bracing frame on ground, dress can be along Bridge Erector on Bridge Erector
At least one of pilot hole machine that upper sliding rail is moved forward and backward, blender, piling machine；
Construction includes the following steps:
(1) engineering starts generally access bridge, has ground construction condition, using conventional piling machine construct first three across pile foundation,
Prefabricated stake top portion is equipped with assembled cap beam and can connect with prefabricated cushion cap, then installs and fill prefabricated cushion cap 7, precast pier 8, then exists
Bridge Erector assembling is completed on bridge pier, and prefabricated abutment 9 is installed using Bridge Erector；
(2) the front and back telescopic arms extension of Bridge Erector front end extends to and transfers longitudinal bracing frame, support frame more than behind next place's stake position
It is fixed on ground；
(3) if pile sinking difficulty need pilot hole or need it is compound using soil cement and prefabricated pile, first by mobile pilot hole machine or
Blender is moved to stake position by the sliding rail in end arms before Bridge Erector, carries out pilot hole or stirring operation, then removes stake position；
(4) subsequent movement formula piling machine is moved to stake position by the sliding rail in end arms before Bridge Erector, prefabricated pile 10 passes through rear
The bridge floor of completion of having constructed is transported at piling machine, vertical decentralization to ground, by pressing, embrace one of pressure, vibration, hammering or
Several ways make prefabricated pile sink down into predetermined depth, precast pile be equipped with 1 ~ 4 (or more) steel pipe is as longitudinally through formula pipe
Road can be squeezed into Fast Setting Cement Slurry, gas, powder by the high-pressure pump on piling machine and wash away a subsoil body, and the interim resistance that reduces makes tubular pole
Sink, the solidification of later period soil-cement body, pile peripheral earth strength enhancing；
(5) on this position stake all construction after the completion of by prefabricated cushion cap, precast pier by rear constructed completion bridge floor transport
It is installed to stake position；
(6) Bridge Erector moves forward one across being fixed on Bridge Erector foreleg on the bridge pier of newest construction, pack up the support on ground
Frame, then telescopic arms are protracted, step (2) ~ (6) are repeated until bridge all construction completions.
A kind of pile-driving method construction equipment using Bridge Erector, including Bridge Erector 1, can stretch before and after Bridge Erector front end
On contracting arm 2 setting can longitudinal extension, be fixed on the longitudinal bracing frame 3 on ground, Bridge Erector main body is shelved on the bridge by supporting leg 4
On pier and longitudinal bracing frame, main body is equipped with sliding rail 5；It is additionally provided with the piling machine 6 that can be moved on the slide rail.
Claims (2)
1. a kind of pile-driving method using Bridge Erector, it is characterized in that: being constructed using Bridge Erector, piling machine；Before Bridge Erector
In the front and back telescopic arms at end setting can longitudinal extension, extend to the longitudinal bracing frame on ground, dress can be along Bridge Erector on Bridge Erector
Pilot hole machine that sliding rail is moved forward and backward, blender, at least one of piling machine；
Construction includes the following steps:
(1) engineering starts have ground construction condition for access bridge, using piling machine construct it is former across pile foundation, in prefabricated pile stake
Top is equipped with assembled cap beam and can connect with prefabricated cushion cap, then installs and fill prefabricated cushion cap, precast pier, then completes on bridge pier
Bridge Erector assembling installs prefabricated abutment using Bridge Erector；
(2) the front and back telescopic arms extension of Bridge Erector front end extends to and transfers longitudinal bracing frame, support frame more than behind next place's stake position
It is fixed on ground；
(3) if pile sinking difficulty need pilot hole or need it is compound using soil cement and prefabricated pile, first by mobile pilot hole machine or
Blender is moved to stake position by the sliding rail in end arms before Bridge Erector, carries out pilot hole or stirring operation, then removes stake position；
(4) subsequent movement formula piling machine is moved to stake position by the sliding rail in end arms before Bridge Erector, prefabricated pile has passed through rear
The bridge floor that construction is completed is transported at piling machine, vertical decentralization to ground, by pressing, embraces one of pressure, vibration, hammering or several
Kind mode makes prefabricated pile sink down into predetermined depth, and precast pile is equipped with steel pipe as longitudinally through formula pipeline, can pass through piling machine
On high-pressure pump squeeze into Fast Setting Cement Slurry, gas, powder and wash away a subsoil body, the interim resistance that reduces makes tubular pole sink, later period soil cement
Body solidification, pile peripheral earth strength enhancing；
(5) on this position stake all construction after the completion of by prefabricated cushion cap, precast pier by rear constructed completion bridge floor transport
It is installed to stake position；
(6) Bridge Erector moves forward one across being fixed on Bridge Erector foreleg on the bridge pier of newest construction, pack up the support on ground
Frame, then telescopic arms are protracted；
Step (2) ~ (6) are repeated until bridge all construction completions.
2. a kind of pile-driving method construction equipment described in claim 1 using Bridge Erector, it is characterized in that: include Bridge Erector,
Before and after the Bridge Erector front end in telescopic arms setting can longitudinal extension, be fixed on the longitudinal bracing frame on ground, Bridge Erector main body
It is shelved on the bridge pier and longitudinal bracing frame by supporting leg, main body and telescopic arm are equipped with sliding rail；Being additionally provided with can be on the slide rail
At least one of mobile pilot hole machine, blender, piling machine, piling machine are equipped with high-pressure pump.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811007101.6A CN109137735A (en) | 2018-08-31 | 2018-08-31 | A kind of pile-driving method and special equipment using Bridge Erector |
| PCT/CN2018/103698 WO2020042192A1 (en) | 2018-08-31 | 2018-09-02 | Pile driving method and special apparatus, for when using bridge erecting machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811007101.6A CN109137735A (en) | 2018-08-31 | 2018-08-31 | A kind of pile-driving method and special equipment using Bridge Erector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109137735A true CN109137735A (en) | 2019-01-04 |
Family
ID=64825737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811007101.6A Withdrawn CN109137735A (en) | 2018-08-31 | 2018-08-31 | A kind of pile-driving method and special equipment using Bridge Erector |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN109137735A (en) |
| WO (1) | WO2020042192A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN115094781A (en) * | 2022-08-12 | 2022-09-23 | 中国铁建重工集团股份有限公司 | Bridge fabrication machine and construction method thereof |
| CN115323938A (en) * | 2022-09-20 | 2022-11-11 | 中国铁建重工集团股份有限公司 | a bridge making machine |
| CN117802987A (en) * | 2023-12-15 | 2024-04-02 | 中交第二航务工程局有限公司 | A vertical pile foundation assembled dock integrated construction device and method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758861A (en) * | 2017-03-17 | 2017-05-31 | 王燏斌 | A kind of bridging device and its construction method |
| KR101762148B1 (en) * | 2017-04-18 | 2017-07-27 | (주)리튼브릿지 | Bridge using precast psc deck type girder and construction method therefor |
| 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 |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101962956B (en) * | 2009-07-22 | 2012-03-07 | 中交公路规划设计院有限公司 | Bridge prefabricated foundation and bed-burying method thereof |
| JP5477898B2 (en) * | 2009-10-28 | 2014-04-23 | 戸田建設株式会社 | Construction equipment and construction method for foundation work of directly elevated viaduct |
| CN204298740U (en) * | 2014-11-14 | 2015-04-29 | 中铁大桥局集团有限公司 | A kind of mobile platform for trestle construction |
| JP6083655B2 (en) * | 2015-03-24 | 2017-02-22 | 五洋建設株式会社 | Hanging frame and method of constructing structure using the same |
| CN106120787B (en) * | 2016-06-29 | 2018-09-14 | 中交第二航务工程局有限公司 | A kind of construction method carrying out pile sinking based on pushing tow travelling platform |
| JP6702835B2 (en) * | 2016-09-27 | 2020-06-03 | 三井住友建設株式会社 | Bridge girder erection method for multi span span bridge |
| CN207567766U (en) * | 2017-11-08 | 2018-07-03 | 罗万友 | Piling machine |
-
2018
- 2018-08-31 CN CN201811007101.6A patent/CN109137735A/en not_active Withdrawn
- 2018-09-02 WO PCT/CN2018/103698 patent/WO2020042192A1/en not_active Ceased
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758861A (en) * | 2017-03-17 | 2017-05-31 | 王燏斌 | A kind of bridging device and its construction method |
| KR101762148B1 (en) * | 2017-04-18 | 2017-07-27 | (주)리튼브릿지 | Bridge using precast psc deck type girder and construction method therefor |
| 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 (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN115094781A (en) * | 2022-08-12 | 2022-09-23 | 中国铁建重工集团股份有限公司 | Bridge fabrication machine and construction method thereof |
| CN115323938A (en) * | 2022-09-20 | 2022-11-11 | 中国铁建重工集团股份有限公司 | a bridge making machine |
| CN117802987A (en) * | 2023-12-15 | 2024-04-02 | 中交第二航务工程局有限公司 | A vertical pile foundation assembled dock integrated construction device and method thereof |
| CN117802987B (en) * | 2023-12-15 | 2025-02-14 | 中交第二航务工程局有限公司 | An integrated construction device and method for a vertical pile foundation assembled dock |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2020042192A1 (en) | 2020-03-05 |
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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 |
Application publication date: 20190104 |
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| WW01 | Invention patent application withdrawn after publication |