CN106567335A - Bridge construction hoisting system on bridge traveling crane carriageway slab - Google Patents

Bridge construction hoisting system on bridge traveling crane carriageway slab Download PDF

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Publication number
CN106567335A
CN106567335A CN201610939631.9A CN201610939631A CN106567335A CN 106567335 A CN106567335 A CN 106567335A CN 201610939631 A CN201610939631 A CN 201610939631A CN 106567335 A CN106567335 A CN 106567335A
Authority
CN
China
Prior art keywords
bridge
slideway
traveling crane
steel
construction
Prior art date
Application number
CN201610939631.9A
Other languages
Chinese (zh)
Inventor
崔海
刘华
胡晓红
张军雷
鲍莉霞
杜元
阳春龙
王满满
Original Assignee
中铁大桥勘测设计院集团有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 中铁大桥勘测设计院集团有限公司 filed Critical 中铁大桥勘测设计院集团有限公司
Priority to CN201610939631.9A priority Critical patent/CN106567335A/en
Publication of CN106567335A publication Critical patent/CN106567335A/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C17/00Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
    • B66C17/06Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports specially adapted for particular purposes, e.g. in foundries, forges; combined with auxiliary apparatus serving particular purposes
    • B66C17/20Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports specially adapted for particular purposes, e.g. in foundries, forges; combined with auxiliary apparatus serving particular purposes for hoisting or lowering heavy load carriers, e.g. freight containers, railway wagons
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

Abstract

The invention discloses a bridge construction hoisting system on a bridge traveling crane carriageway slab. The bridge construction hoisting system comprises a bracket, a running gear mounted on the bracket and an overhead traveling crane, wherein the bracket is erected beside a bridge in a construction area; the running gear is mounted on the bracket and comprises a first slideway above the bridge; the first slideway stretches across two sides of the bridge in the width direction of the bridge; the overhead traveling crane comprises a second slideway, an overhead traveling crane body and an overhead traveling crane lazy arm connected with the overhead traveling crane body; the second slideway is arranged in the length direction of the bridge and is mounted on the first slideway in a sliding manner; and the overhead traveling crane body is mounted on the second slideway in a sliding manner. The bridge construction hoisting system can reduce or avoid transportation of the traveling crane carriageway slab through a pavement and can rapidly and efficiently carry out bridge construction on the traveling crane carriageway slab.

Description

Bridge construction lift system on bridge carriageway plate
Technical field
The present invention relates to technical field of bridge construction, and in particular to bridge construction lift system on bridge carriageway plate.
Background technology
In large steel girder carriageway plate transformation project, usually directly by road surface carriageway plate is transported to construction The main structure of a bridge on, there may be in transportation be faced with during rebuilding construction with access bridge construction conflict, Road Transportation When traffic police's control, temporary road the problems such as transform so that the restriction ratio that bridge construction is subject on carriageway plate is more, and the problems such as solve Construct again after certainly, necessarily increase the cycle of construction, the carriageway plate for having damaged cannot be changed in time, easily occur vehicle accident or Person is traffic congestion, and it is larger that impact involves scope.
The content of the invention
For defect present in prior art, it is an object of the invention to provide bridge construction is with carrying on bridge carriageway plate The system of liter, can be reduced or avoided and transport carriageway plate by road surface, can fast and efficiently carry out bridge on carriageway plate and apply Work.
To reach object above, the present invention is adopted the technical scheme that:
Bridge construction lift system on a kind of bridge carriageway plate, including:
Support, described is set up in by the bridge of construction area;
The running gear being installed on the support, the running gear includes being located at the first cunning above the bridge Road, first slideway along the bridge width across the both sides of the bridge;
Overhead traveling crane, it includes the second slideway, overhead traveling crane body, and the overhead traveling crane arm being connected with the overhead traveling crane body, described Two slideways are arranged along the length direction of the bridge, and second slideway is slidably mounted on first slideway, the day Car body is slidably mounted on second slideway.
On the basis of above-mentioned technical proposal, the support includes four lower steel-pipe piles and four upper steel-pipe piles, four institutes State lower steel-pipe pile be distributed in respectively the bridge both sides positioned at same rectangle corner at;The lower steel-pipe pile connects the upper steel Pile tube, the upper end of the upper steel-pipe pile extends to the bridge top, first slideway and the bridge both sides it is described on The upper end of steel-pipe pile is connected.
On the basis of above-mentioned technical proposal, the bridge homonymy two described in upper steel-pipe pile at the lower steel-pipe pile It is provided with steel structure beam.
On the basis of above-mentioned technical proposal, the running gear also includes movable motor, distribution beam and crossbeam, described big Beam is installed on the support, and the crossbeam is provided with first slideway, the movable motor away from the one side of the support Outfan be installed on first slideway, the distribution beam connects second slideway and the movable motor, and described Movable motor drives the distribution beam and second slideway to slide along first slideway.
On the basis of above-mentioned technical proposal, the overhead traveling crane arm is provided with for gripping driving near one end of the bridge The fixture of guidance tape.
On the basis of above-mentioned technical proposal, the system also includes construction passage and deposits Liang Pingtai, and the Liangping platform of depositing is used In storage carriageway plate, Liangping platform and the construction area are deposited described in the construction passage UNICOM.
On the basis of above-mentioned technical proposal, the construction passage includes first passage and second channel, and described first leads to Road is in flat, and the U-shaped passage that the second channel is made up of two horizontal channels and a Vertical Channel, horizontal channel described in two is divided Not Wei Yu the support away from a side of the bridge, Liangping platform and described vertically logical is deposited described in the first passage UNICOM Road.
On the basis of above-mentioned technical proposal, the system also includes the frame plate machine on the bridge, the frame plate machine Positioned at the underface of the overhead traveling crane arm.
Compared with prior art, it is an advantage of the current invention that:
(1) bridge construction lift system on bridge carriageway plate of the invention, is arranged in the construction area of construction bridges, It include can direction across bridge movement the first slideway and the second slideway that can move along the bridge, can reasonable arrangement carriageway plate place Position, it is to avoid the main structure of a bridge and access bridge construction intersect the situation of operation, while avoid or reduce highway transportation, Neng Gougui The problem that traffic control brings is kept away, has the advantages that efficiency of construction is high.
(2) bridge construction includes overhead traveling crane with lift system on a kind of bridge carriageway plate of the invention, and using overhead traveling crane hanging is played Lane plate, the suitable bridge of carriageway plate is arbitrarily adjusted to side-play amount by the overhead traveling crane arm of overhead traveling crane, can improve work efficiency, is shortened Construction period.
Description of the drawings
Fig. 1 is the side view of the embodiment of the present invention;
Fig. 2 is the front view of the embodiment of the present invention;
Fig. 3 is the top view of the embodiment of the present invention;
Fig. 4 is the structural representation of running gear and overhead traveling crane in the embodiment of the present invention.
In figure:1- supports, steel-pipe pile under 10-, the upper steel-pipe piles of 11-, 12- steel structure beams, 2- bridges, 3- running gears, The slideways of 30- first, 31- movable motors, 32- distribution beams, 33- crossbeams, 4- overhead traveling cranes, the slideways of 40- second, 41- overhead traveling crane bodies, 42- Overhead traveling crane arm, 43- fixtures, 5- construction passages, 50- first passages, 51- horizontal channels, 52- Vertical Channels, 6- deposits Liang Pingtai, 7- Frame plate machine.
Specific embodiment
The present invention is described in further detail below in conjunction with drawings and Examples.
Referring to shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the embodiment of the present invention provides on a kind of bridge carriageway plate bridge construction with carrying The system of liter, including:
Support 1, support 1 includes four lower steel-pipe piles 10 and upper steel-pipe pile 11, one end insertion soil of four lower steel-pipe piles 10 In, and four lower steel-pipe piles 10 are distributed in respectively the both sides of bridge 2 at the corner of same rectangle;The other end of lower steel-pipe pile 10 By the lower end of the upper steel-pipe pile 11 of conversion platform connection, the upper end of upper steel-pipe pile 11 extends to the top of bridge 2, homonymy two on steel Pile tube 11 is provided with steel structure beam 12 at lower steel-pipe pile 10, and upper steel-pipe pile 11 and lower steel-pipe pile 10 are by some steel pipe posts It is welded with connection knot, overall construction intensity is larger, support 1 is located at by the bridge 2 of construction area, according to geology and bridge 2 Situation calculates the driving depth of lower steel-pipe pile 10, carries out installing locating support 1.
The running gear 3 being installed on support 1, running gear 3 includes being located at two first slideways 30, OK of the top of bridge 2 Motor 31, distribution beam 32 and crossbeam 33 are walked, crossbeam 33 is installed on steel-pipe pile 11, side of the crossbeam 33 away from upper steel-pipe pile 11 Face is provided with the first slideway 30, two first slideways 30 along bridge 2 width across the both sides of bridge 2, and two first slideways 30 It is arranged in parallel.The outfan of movable motor 31 is installed on the first slideway 30, and second slideway of the connection of distribution beam 32 40 and walking are electric Machine 31, and movable motor 31 drives the slideway 40 of distribution beam 32 and second to slide along the first slideway 30.Movable motor 31 drives distribution The slideway 40 of beam 32 and second is moved along the direction of direction across bridge.
Overhead traveling crane 4, it includes the second slideway 40, overhead traveling crane body 41, and the overhead traveling crane arm 42 being connected with overhead traveling crane body 41, day The end of car arm 42 is provided with the fixture 43 for gripping carriageway plate, and the second slideway 40 is slidably mounted on two first slideways 30 On, the second slideway 40 along bridge 2 length direction i.e. along bridge to arrangement, and overhead traveling crane body 41 is slidably mounted on the second slideway 40 On, overhead traveling crane body 41 drive overhead traveling crane arm 42 along along bridge to direction movement, the first slideway 30 and the second slideway 40 realize horizontal stroke To moving and vertically moving, position of the carriageway plate in construction area, convenient construction can be arbitrarily adjusted.
The system also includes construction passage 5 and deposits Liangping platform 6, and depositing Liangping platform 6 is used to store carriageway plate, passage 5 of constructing UNICOM deposits Liangping platform 6 and construction area, and construction passage 5 is arranged on the lower section of bridge 2 with Liangping platform 6 is deposited.Construction passage 5 includes first Passage 50 and second channel, first passage 50 is in flat, and second channel is by 52 groups of two horizontal channels 51 and a Vertical Channel Into U-shaped passage, two horizontal channels 51 respectively be located at support 1 away from bridge 2 a side, Vertical Channel 52 be located at bridge embankment On, connecting two horizontal channels 51, the UNICOM of first passage 50 deposits Liangping platform 6 and Vertical Channel 52.Wherein depositing Liangping platform 6 can be arranged Dock with cargo ship on the water surface, it is also possible to be arranged on the road surface near bridge 2, can arbitrarily be arranged according to use demand, spirit It is active big.First passage 50 and second channel are arranged in construction area periphery and are connected with the embankment of bridge 2 positioned at the lower section of bridge 2 UNICOM, can connect water route, land route, construction area and deposit Liangping platform 6.
The system also includes the frame plate machine 7 on bridge 2, and frame plate machine 7 is located at the underface of overhead traveling crane arm 42, due to carrying The overall structure of the system of liter is larger to be inconvenient to move, and arbitrarily carriageway plate can be transported on bridge by arranging frame plate machine 7, makes Obtain boundary of works area larger.
The present invention is not limited to above-mentioned embodiment, for those skilled in the art, without departing from On the premise of the principle of the invention, some improvements and modifications can also be made, these improvements and modifications are also considered as the protection of the present invention Within the scope of.The content not being described in detail in this specification belongs to prior art known to professional and technical personnel in the field.

Claims (8)

1. bridge construction lift system on a kind of bridge carriageway plate, it is characterised in that include:
Support (1), the support (1) is other located at the bridge (2) of construction area;
The running gear (3) being installed on the support (1), the running gear (3) includes being located above the bridge (2) First slideway (30), first slideway (30) along the bridge (2) width across the bridge (2) both sides;
Overhead traveling crane (4), it includes the second slideway (40), overhead traveling crane body (41), and the overhead traveling crane being connected with the overhead traveling crane body (41) Arm (42), second slideway (40) is arranged along the length direction of the bridge (2), and second slideway (40) slides and pacifies Loaded on first slideway (30), the overhead traveling crane body (41) is slidably mounted on second slideway (40).
2. bridge construction lift system on bridge (2) carriageway plate as claimed in claim 1, it is characterised in that:The support (1) including the upper steel-pipe piles (11) of four lower steel-pipe piles (10) and four, four lower steel-pipe piles (10) are distributed in respectively described Bridge (2) both sides are located at the corner of same rectangle;The lower steel-pipe pile (10) connects the upper steel-pipe pile (11), the upper steel The upper end of pile tube (11) extends to the bridge (2) top, first slideway (30) and the bridge (2) both sides it is described on The upper end of steel-pipe pile (11) is connected.
3. bridge construction lift system on bridge carriageway plate as claimed in claim 2, it is characterised in that:The bridge (2) Upper steel-pipe pile (11) is provided with steel structure beam (12) near lower steel-pipe pile (10) place described in the two of homonymy.
4. bridge construction lift system on bridge carriageway plate as claimed in claim 1, it is characterised in that:The running gear (3) movable motor (31), distribution beam (32) and crossbeam (33) are also included, the crossbeam (33) is installed on the support (1), institute State crossbeam (33) and be provided with first slideway (30), the output of the movable motor (31) away from the one side of the support (1) End is installed on first slideway (30), and the distribution beam (32) connects second slideway (40) and the movable motor , and the movable motor (31) drives the distribution beam (32) and second slideway (40) along first slideway (30) (31) Slide.
5. bridge construction lift system on bridge carriageway plate as claimed in claim 1, it is characterised in that:The overhead traveling crane arm (42) fixture (43) for gripping carriageway plate is provided near one end of the bridge (2).
6. bridge construction lift system on bridge carriageway plate as claimed in claim 1, it is characterised in that:The system also includes Construction passage and deposits Liang Pingtai (6) at (5), described to deposit Liang Pingtai (6) for storing carriageway plate, construction passage (5) UNICOM It is described to deposit Liang Pingtai (6) and the construction area.
7. bridge construction lift system on bridge carriageway plate as claimed in claim 6, it is characterised in that:The construction passage (5) including first passage (50) and second channel, in flat, the second channel is led to the first passage (50) by two levels Road (51) and a Vertical Channel (52) composition U-shaped passage, horizontal channel described in two (51) respectively be located at the support (1) away from One side of the bridge (2), deposits Liang Pingtai (6) and the Vertical Channel (52) described in first passage (50) UNICOM.
8. bridge construction lift system on bridge carriageway plate as claimed in claim 1, it is characterised in that:The system also includes Frame plate machine (7) on the bridge (2), the frame plate machine (7) is positioned at the underface of the overhead traveling crane arm (42).
CN201610939631.9A 2016-11-01 2016-11-01 Bridge construction hoisting system on bridge traveling crane carriageway slab CN106567335A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610939631.9A CN106567335A (en) 2016-11-01 2016-11-01 Bridge construction hoisting system on bridge traveling crane carriageway slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610939631.9A CN106567335A (en) 2016-11-01 2016-11-01 Bridge construction hoisting system on bridge traveling crane carriageway slab

Publications (1)

Publication Number Publication Date
CN106567335A true CN106567335A (en) 2017-04-19

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080301889A1 (en) * 2007-06-05 2008-12-11 Samsung Corporation Construction method for girder in bridge, crane for pulling up girder, vehicle for carring girder, and girder used for the same
CN102409612A (en) * 2011-08-16 2012-04-11 中铁十七局集团第二工程有限公司 Beam erecting process of cantilever gantry crane conversion platform crossing existing railway line
CN203998646U (en) * 2014-06-30 2014-12-10 四川建设机械(集团)股份有限公司 Walking tower crane traveling gear
JP2015113576A (en) * 2013-12-09 2015-06-22 日本車輌製造株式会社 Vehicle and method for replacing bridge girder
CN104963301A (en) * 2015-06-30 2015-10-07 武汉二航路桥特种工程有限责任公司 Dragging, translating and lowering device and method for dismantling pier top beam section and pier
CN205500141U (en) * 2016-03-11 2016-08-24 湖南三一石油科技有限公司 Tubular column handling device and running gear

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080301889A1 (en) * 2007-06-05 2008-12-11 Samsung Corporation Construction method for girder in bridge, crane for pulling up girder, vehicle for carring girder, and girder used for the same
CN102409612A (en) * 2011-08-16 2012-04-11 中铁十七局集团第二工程有限公司 Beam erecting process of cantilever gantry crane conversion platform crossing existing railway line
JP2015113576A (en) * 2013-12-09 2015-06-22 日本車輌製造株式会社 Vehicle and method for replacing bridge girder
CN203998646U (en) * 2014-06-30 2014-12-10 四川建设机械(集团)股份有限公司 Walking tower crane traveling gear
CN104963301A (en) * 2015-06-30 2015-10-07 武汉二航路桥特种工程有限责任公司 Dragging, translating and lowering device and method for dismantling pier top beam section and pier
CN205500141U (en) * 2016-03-11 2016-08-24 湖南三一石油科技有限公司 Tubular column handling device and running gear

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Application publication date: 20170419

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