CN108086165A - For the removable support of urban steel bridges beam installation - Google Patents
For the removable support of urban steel bridges beam installation Download PDFInfo
- Publication number
- CN108086165A CN108086165A CN201810029352.8A CN201810029352A CN108086165A CN 108086165 A CN108086165 A CN 108086165A CN 201810029352 A CN201810029352 A CN 201810029352A CN 108086165 A CN108086165 A CN 108086165A
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- China
- Prior art keywords
- oil overhold
- levelling
- mobile
- overhold
- oil
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Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of removable support for the installation of urban steel bridges beam is provided, levelling support device is equipped in mobile cradle bottom surface and the Steel Bridge above mobile stent is fixedly connected with mobile stent, horizontal pushing tow oil overhold is installed on fixed plate one end and horizontal push oil overhold piston rod end and is fixedly connected with jacking oil overhold, horizontal pushing tow oil overhold, jacking oil overhold and levelling support device be connected with control system and pass through control system controlled level pushing tow oil overhold, jack oil overhold and the collaborative work of levelling support device after Steel Bridge is pushed to the design and installation position of Steel Bridge.The present invention in mobile frame bottom by setting the levelling support device being located at around thrustor, control levelling support device and thrustor that Steel Bridge is pushed to the design and installation position of Steel Bridge after cooperating by control system, it solves the problems, such as blocked road when urban road installs Steel Bridge, influence traffic, save construction land tenure and large-scale crane cost, guide beam is not required in pushing tow, it is not provided with the auxiliary supports such as Temporary Piers, short construction period.
Description
Technical field
The invention belongs to bridge mounting technique field, specifically excessively a kind of portable branch for the installation of urban steel bridges beam
Frame.
Background technology
China is in the stage of greatly developing of Construction of Highway Traffic at this stage, extensive railway, highway and each
Urban construction enters peak period.What on July 11st, 2016, Department of Transportation of the People's Republic of China (PRC) printed and distributed《On Department of Transportation
Promote highway steel construction》File is determined to promote the highways steel structure bridge construction such as Steel Bridge, steel truss, steel reinforced concrete combination beam, played
Steel structure bridge performance advantage, boosting highway construction transition and upgrade, movable supporting frame become development on installation urban steel bridges beam
Necessary trend, and Urban Bridge routine incremental launching method is, it is necessary to guide beam, and Long span needs to set the supplementary means such as Temporary Piers, shadow
Ring traffic；And Application No. 2013101448133 and file name is in a kind of walking successively incremeantal launching method system and construction method,
It discloses for the horizontal horizontal pusher for pushing box beam to be installed, though and this device can realize the water of box beam to be installed
It is flat-pushing to send, but during push, on the one hand needs are treated installation box beam both ends by Temporary Piers and are supported, the opposing party
Face, box beam to be installed move horizontally distance and are limited by Temporary Piers, when if desired displacement distance is larger, it is necessary to by multiple interim
Pier is treated installation box beam and is supported, and during pile equipment to be installed, Temporary Piers are affected to traffic, are asked for above-mentioned
Topic, it is necessary to be improved.
The content of the invention
Present invention solves the technical problem that：A kind of removable support for the installation of urban steel bridges beam is provided, by moving
Dynamic frame bottom sets the levelling support device being located at around thrustor, and levelling support device and pushing tow are controlled by control system
Steel Bridge is pushed to the design and installation position of Steel Bridge by device after cooperating, solve to close during urban road installation Steel Bridge
Road influences the problem of traffic, saves construction land tenure and large-scale crane cost, pushing tow are not required guide beam, are not provided with Temporary Piers
Wait auxiliary supports, uninterrupted traffic, short construction period.
The technical solution adopted by the present invention：For the removable support of urban steel bridges beam installation, there is mobile stent and peace
Loaded on the thrustor in the middle part of mobile cradle bottom surface, the thrustor includes jacking oil overhold and horizontal pushing tow oil overhold, the shifting
Dynamic cradle bottom surface is equipped with levelling support device and Steel Bridge is arranged on the head piece of mobile pedestal upper end, the jacking oil overhold upper end
Piston rod end be fixedly connected with and jack the upper plane for being fixed on movable plate in oil overhold lower end, the movement with mobile cradle bottom surface
Plate is slidably connected with the fixed plate being disposed below, and the horizontal pushing tow oil overhold is horizontally installed to fixed plate one end and horizontal push
Oil overhold piston rod end with jacking oil overhold be fixedly connected, the horizontal pushing tow oil overhold, jacking oil overhold and levelling support device with
Control system connects and passes through control system controlled level pushing tow oil overhold, jacks general after oil overhold and the collaborative work of levelling support device
Steel Bridge pushes to the design and installation position of Steel Bridge.
Wherein, the levelling support device is distributed in mobile cradle bottom surface simultaneously for multiple levelling oil cylinders and multiple levelling oil cylinders
Outside thrustor, mobile cradle bottom surface and levelling oil cylinder lower end are fixed in the piston rod end of the levelling cylinder upper end
Be placed on ground, and pass through control system control levelling oil cylinder stretch after realization horizontal pushing tow oil overhold and jacking oil overhold piston rod
Support to mobile stent and Automatic Levelling when retracted for clearance, horizontal pushing tow oil overhold promote the translation of mobile stent with jacking oil overhold
Function.
Further, two are included at least provided with two groups of thrustors and every group of thrustor in the middle part of the mobile cradle bottom surface
A jacking oil overhold, the horizontal push oil overhold piston rod end are fixedly connected with the jacking oil overhold of corresponding position.
Further, the mobile cradle bottom surface be fixedly arranged in the middle of connecting plate and jack the piston rod end of oil overhold upper end with
Connecting plate is fixedly connected.
Further, the mobile stent groined type steel frame construction and mobile stent includes column, head piece and lower supporter,
Be equipped between the head piece and lower supporter it is removable between more root posts and adjacent upright posts be fixed with multiple bracing pieces, it is described vertical
Column forms for more piece connecting-rods with constant lengh detachable connection.
The present invention compared with prior art the advantages of：
1st, the technical program sets levelling support device, by controlling on the basis of incremental launching method in mobile frame bottom
Steel Bridge is pushed to the design and installation position of Steel Bridge by the levelling support device of system control and thrustor after cooperating, taken
Disappeared the auxiliary supports such as guide beam, Temporary Piers, solves blocked road when urban road installs Steel Bridge, influences asking for traffic
Topic saves construction land tenure and large-scale crane cost；
2nd, the technical program is realized using levelling support device and thrustor by the steel on mobile stent and mobile stent
Bridge incremental launching is moved to the design and installation position of Steel Bridge, compared to traditional pushing tow technology, has that safe, pushing tow is steady, axis
The characteristics of line is easy to adjust；
3rd, the technical program is in entire pushing tow moving process, since movable plate and fixed plate are slidably connected so that pushing tow
For device during mobile stent is promoted, sliding surface belongs to the internal force between equipment, to steel bridge between movable plate and fixed plate
Girder construction improves the structure stress of traditional bridge and bridge pier, the height of mobile stent can be according to Steel Bridge almost without damage
Push be highly adjusted, convenient for being used in the case of Steel Bridge difference setting height(from bottom)；
4th, the technical program is simple in structure, novel in design, easy to operate, and it is right in moving process to effectively prevent Steel Bridge
The influence of road traffic, Steel Bridge installation is mobile to stablize, and safety coefficient is high, and push installation effectiveness is high, has higher popularization should
With value.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is thrustor of the present invention and the original state structure diagram of horizontal pushing tow oil overhold；
Fig. 3 is that mobile stent is jacked up the structure diagram in stage by the piston rod elongation of present invention jacking oil overhold；
Fig. 4 is the structure diagram that the horizontal mobile stent of pushing tow oil overhold piston rod elongation promotion of the present invention moves to right the stage；
Horizontal pushing tow oil overhold and jacking oil overhold receipts after Fig. 5 jacks up mobile stent for the levelling cylinder piston rod elongation of the present invention
The structure diagram of contracting reseting stage；
Fig. 6 is the structure diagram of pushing action ending phase of the present invention.
Specific embodiment
A kind of embodiment of the 1-6 descriptions present invention below in conjunction with the accompanying drawings.
For the removable support of urban steel bridges beam installation, there is mobile stent 1 and be installed in the middle part of mobile 1 bottom surface of stent
Thrustor, the thrustor includes jacking oil overhold 3 and horizontal pushing tow oil overhold 4, and mobile 1 bottom surface of stent is equipped with levelling
Support device and Steel Bridge are arranged on the head piece 9 of mobile 1 upper end of stent, the piston rod end of 3 upper end of the jacking oil overhold with
Mobile 1 bottom surface of stent is fixedly connected with and jacks the upper plane that movable plate 5 is fixed in 3 lower end of oil overhold, and the movable plate 5 is with being located at it
The fixed plate 6 of lower section is slidably connected, and the horizontal pushing tow oil overhold 4 is horizontally installed to 6 one end of fixed plate and horizontal push oil overhold 4 is lived
Stopper rod end with jacking oil overhold 3 be fixedly connected, the horizontal pushing tow oil overhold 4, jacking oil overhold 3 and levelling support device with control
By steel after system connects and passes through control system controlled level pushing tow oil overhold 4, jacking oil overhold 3 and levelling support device cooperate
Bridge pushes to the design and installation position of Steel Bridge；Specifically, the levelling support device is multiple levelling oil cylinder 7 and multiple looks for
Flat oil cylinder 7 is distributed in mobile 1 bottom surface of stent and outside thrustor, and the piston rod end of levelling 7 upper end of oil cylinder is consolidated
It is placed on ground, and passes through after control system controls levelling oil cylinder 7 flexible due to mobile 1 bottom surface of stent and 7 lower end of levelling oil cylinder
It realizes horizontal pushing tow oil overhold 4 and jacks the retracted for clearance of 3 piston rod of oil overhold, horizontal pushing tow oil overhold 4 is promoted with jacking oil overhold 3 and moved
To the mobile support of stent 1 and Automatic Levelling function during the translation of stent 1；Specifically, in the middle part of 1 bottom surface of mobile stent at least
Include two jacking oil overholds 3 equipped with two groups of thrustors and every group of thrustor, horizontal push 4 piston rod end of oil overhold with
The jacking oil overhold 3 of corresponding position is fixedly connected；Specifically, 1 bottom surface of mobile stent is fixedly arranged in the middle of connecting plate 8 and jacks
The piston rod end of 3 upper end of oil overhold is fixedly connected with connecting plate 8；Specifically, the mobile stent 1 for groined type steel frame construction and
Mobile stent 1 includes column 2, head piece 9 and lower supporter 10, be equipped between the head piece 9 and lower supporter 10 more root posts 2 and
Removable between adjacent upright posts 2 to be fixed with multiple bracing pieces 11, the column 2 forms for more piece connecting-rods with constant lengh detachable connection.
In walking process is pushed, first, after the piston rod elongation of control system control jacking oil overhold 3, by mobile stent 1
Stop after the height identical with jacking 3 piston rod stroke of oil overhold with being moved on the Steel Bridge on mobile stent 1, at this point, levelling oil
The piston rod of cylinder 7 is in contraction state and levelling oil cylinder 7 exist afterwards between ground as mobile stent 1 moves up it is certain away from
From as shown in Figure 3；Then, control system controlled level pushing tow oil overhold 4 piston rod elongation after promote jacking oil overhold 3 and with top
The mobile stent 1 for rising the connection of 3 piston rod end of oil overhold moves right, and is moved to identical with horizontal 4 piston rod stroke of pushing tow oil overhold
Length after stop, as shown in Figure 4；Subsequently, control system controls levelling oil cylinder 7 to work, the piston rod elongation of levelling oil cylinder 7
Afterwards, after the Steel Bridge support on mobile stent 1 and mobile stent 1, will jack the piston rod of oil overhold 3 and horizontal pushing tow oil overhold 4 according to
Secondary retracted for clearance, at this point, thrustor is away from ground a certain distance, as shown in Figure 5 and Figure 6；Finally, levelling 7 piston rod of oil cylinder
After retracted for clearance, the piston rod of levelling oil cylinder 7, jacking oil overhold 3 and horizontal pushing tow oil overhold 4 is in contraction state, recovers initial
Position, as shown in Fig. 2, afterwards, repeating the above steps until Steel Bridge to be pushed to the design and installation position of Steel Bridge.
In the technical program, mobile 1 superstructure of stent uses " groined type " structure, using standard fixed-length section bar column, respectively
Nodal pattern material column upper and lower side detachable connection can promote height that the height of mobile stent 1 is adjusted according to Steel Bridge, be applicable in
It is used in the Steel Bridge of different push height, facade, the horizontal plane of mobile stent 1 are connected using detachable angle bar, and top is set
Head piece 9,2 lower part of column are connected using heel slab with lower supporter 10, have improved bearing load, and levelling oil cylinder 7 can at least be set
Four, and mobile 1 bottom four corners of stent are connected to, while levelling oil cylinder 7 is connected with control system, control system is according to ground feelings
Condition controls levelling 7 Automatic Levelling of oil cylinder, and the piston rod stroke of the levelling oil cylinder 7 of physical features lowest part stretches out maximum, the mobile branch of guarantee
The horizontal throw of frame 1, using the walking type pushing device at 1 middle part of levelling oil cylinder 7 and mobile stent, i.e., the pushing tow dress in this document
It puts, makes Steel Bridge installation is mobile to stablize, safety coefficient is high.
The technical program sets levelling support device on the basis of incremental launching method, in mobile frame bottom, is by control
Steel Bridge is pushed to the design and installation position of Steel Bridge by the levelling support device of system control and thrustor after cooperating, cancelled
The auxiliary supports such as guide beam, Temporary Piers solve the problems, such as blocked road when urban road installs Steel Bridge, influence traffic,
Construction land tenure and large-scale crane cost are saved, being realized using levelling support device and thrustor will mobile stent 1 and mobile branch
Steel Bridge pushing tow on frame 1 is moved to the design and installation position of Steel Bridge, compared to traditional pushing tow technology, has safe, top
The characteristics of steady, axis trimming facilitates is bulldozed, in entire pushing tow moving process, since movable plate 5 and fixed plate 6 are slidably connected,
So that thrustor, during mobile stent 1 is promoted, sliding surface is between movable plate 5 and fixed plate 6, between category equipment
Internal force to steel bridge girder construction almost without damage, improves the structure stress of traditional bridge and bridge pier, simple in structure, design is new
Grain husk, it is easy to operate, the influence of Steel Bridge road pavement traffic in moving process is effectively prevented, Steel Bridge installation is mobile to stablize,
Safety coefficient is high, and push installation effectiveness is high, has higher application value.
Above-described embodiment, simply presently preferred embodiments of the present invention, is not used for limiting the scope of the present invention, therefore all with this
The equivalence changes that content described in invention claim is done should all be included within scope of the invention as claimed.
Claims (5)
1. for the removable support of urban steel bridges beam installation, there is mobile stent (1) and be installed in mobile stent (1) bottom surface
The thrustor in portion, the thrustor include jacking oil overhold (3) and horizontal pushing tow oil overhold (4), it is characterised in that：The movement
Stent (1) bottom surface is equipped with levelling support device and Steel Bridge is arranged on the head piece (9) of mobile stent (1) upper end, the jacking
The piston rod end of oil overhold (3) upper end, which is fixedly connected with mobile stent (1) bottom surface and jacks oil overhold (3) lower end, is fixed on movable plate
(5) upper plane, the movable plate (5) are slidably connected with the fixed plate (6) being disposed below, the horizontal pushing tow oil overhold (4)
Fixed plate (6) one end and horizontal push oil overhold (4) piston rod end is horizontally installed to be fixedly connected with jacking oil overhold (3), it is described
Horizontal pushing tow oil overhold (4), jacking oil overhold (3) and levelling support device are connected with control system and pass through control system and control water
Flat-top pushes away the design peace that Steel Bridge is pushed to Steel Bridge after oil overhold (4), jacking oil overhold (3) and levelling support device cooperate
Holding position.
2. the removable support according to claim 1 for the installation of urban steel bridges beam, it is characterised in that：The levelling branch
Support arrangement is distributed in mobile stent (1) bottom surface and outside thrustor for multiple levelling oil cylinders (7) and multiple levelling oil cylinders (7)
Portion, the piston rod end of levelling oil cylinder (7) upper end are fixed on mobile stent (1) bottom surface and levelling oil cylinder (7) lower end and are placed in
On ground, and pass through after control system controls levelling oil cylinder (7) flexible and realize that horizontal pushing tow oil overhold (4) is living with jacking oil overhold (3)
To mobile stent when the retracted for clearance of stopper rod, horizontal pushing tow oil overhold (4) promote the translation of mobile stent (1) with jacking oil overhold (3)
(1) support and Automatic Levelling function.
3. the removable support according to claim 1 for the installation of urban steel bridges beam, it is characterised in that：The mobile branch
Include two jacking oil overholds (3) at least provided with two groups of thrustors and every group of thrustor in the middle part of frame (1) bottom surface, the level pushes away
Oil overhold (4) piston rod end is sent to be fixedly connected with the jacking oil overhold (3) of corresponding position.
4. the removable support according to claim 1 for the installation of urban steel bridges beam, it is characterised in that：The mobile branch
Frame (1) bottom surface is fixedly arranged in the middle of connecting plate (8) and the piston rod end of jacking oil overhold (3) upper end is fixedly connected with connecting plate (8).
5. the removable support according to claim 1 for the installation of urban steel bridges beam, it is characterised in that：The mobile branch
Frame (1) includes column (2), head piece (9) and lower supporter (10) for groined type steel frame construction and mobile stent (1), and the top is horizontal
Between beam (9) and lower supporter (10) multiple bracing pieces are fixed with equipped with removable between more root posts (2) and adjacent upright posts (2)
(11), the column (2) forms for more piece connecting-rods with constant lengh detachable connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810029352.8A CN108086165A (en) | 2018-01-12 | 2018-01-12 | For the removable support of urban steel bridges beam installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810029352.8A CN108086165A (en) | 2018-01-12 | 2018-01-12 | For the removable support of urban steel bridges beam installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108086165A true CN108086165A (en) | 2018-05-29 |
Family
ID=62183080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810029352.8A Pending CN108086165A (en) | 2018-01-12 | 2018-01-12 | For the removable support of urban steel bridges beam installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108086165A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725209A (en) * | 2019-10-23 | 2020-01-24 | 中铁十局集团第八工程有限公司 | Construction prop-up device and method for bridges adjacent to business lines |
| CN111119071A (en) * | 2020-01-16 | 2020-05-08 | 中建七局安装工程有限公司 | Construction method for assembling precast concrete segment box girder |
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| CN206385461U (en) * | 2016-11-24 | 2017-08-08 | 中交第一公路工程局有限公司 | Bridge rapid construction bottom bracket mobile device |
| CN207828792U (en) * | 2018-01-12 | 2018-09-07 | 九冶建设有限公司 | Removable support for the installation of urban steel bridges beam |
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2018
- 2018-01-12 CN CN201810029352.8A patent/CN108086165A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070163058A1 (en) * | 2005-12-20 | 2007-07-19 | Flatiron Constructors, Inc. | Method and Apparatus for Bridge Construction |
| CN102912737A (en) * | 2012-11-16 | 2013-02-06 | 上海市机械施工有限公司 | Liftable high-bracket trolley and adjacent-span forming and whole-span longitudinal moving mounting process for bridge |
| CN102926327A (en) * | 2012-11-16 | 2013-02-13 | 上海市机械施工有限公司 | Rubber-tyred guide beam bridge girder erection machine and installation technology for discrete spanning assembly and integral spanning longitudinal shift of segmental beam |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725209A (en) * | 2019-10-23 | 2020-01-24 | 中铁十局集团第八工程有限公司 | Construction prop-up device and method for bridges adjacent to business lines |
| CN111119071A (en) * | 2020-01-16 | 2020-05-08 | 中建七局安装工程有限公司 | Construction method for assembling precast concrete segment box girder |
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