CN106049289B - Bailey beam make-shift bridge transform the construction method of steel reinforced concrete combination permanent bridge as - Google Patents
Bailey beam make-shift bridge transform the construction method of steel reinforced concrete combination permanent bridge as Download PDFInfo
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- CN106049289B CN106049289B CN201610507378.XA CN201610507378A CN106049289B CN 106049289 B CN106049289 B CN 106049289B CN 201610507378 A CN201610507378 A CN 201610507378A CN 106049289 B CN106049289 B CN 106049289B
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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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Abstract
The invention discloses the construction method that a kind of Bailey beam make-shift bridge transform steel reinforced concrete combination permanent bridge as, including foundation construction, Bridge Pier Construction, bearing installation, main girder construction, diaphragm construction and the step of Roadway Construction six, the upgrading method is using the original steel pipe column bridge pier of make-shift bridge and Bailey beam as stiff skeleton, concrete pier of steel tube and stiff skeleton reinforced concrete girder are formed by external wrapping concrete technology, and rail bearing is replaced with into permanent bearing, ultimately form steel reinforced concrete combination permanent bridge.Original dismounting reconstruction engineering is changed into strengthening and rebuilding engineering by the rebuilding construction method of the present invention, is effectively reduced difficulty of construction, is substantially reduced the construction period, be greatly saved construction costs, economic benefit and social benefit are obvious.
Description
Technical field
The present invention relates to science of bridge building field, and steel reinforced concrete combination permanent bridge is transform as in particular to a kind of Bailey beam make-shift bridge
Construction method.
Background technology
In high-speed railway bridge construction, the matter transportation and equipment of engineering construction, which are marched into the arena, to be needed to build along the railway greatly
The interim sidewalk of engineering construction is measured, when sidewalk is by barriers such as cheuch or rivers, usually builds the leap of some make-shift bridges.It is military
Bailey beam make-shift bridge has the characteristics that technology maturation, easy for construction, cost is low, enjoys the favor of construction engineering units.But by
It is steel construction in Bailey beam, is easy to corrode, poor durability, more as temporary structure, after the completion of engineering construction, fraction is just temporarily
Emergency management and rescue passage of the road as railway, will largely be removed.
However, local government then wishes that interim sidewalk during high-speed railway construction can continue as the supplement of local road network
Play a role, this requires make-shift bridge on interim sidewalk becoming permanent bridge.Railway is distributed in because make-shift bridge is scattered
Along the line, it is under the jurisdiction of different railway construction construction bid sections and local government, make-shift bridge is removed into again original position and builds permanent bridge
Scheme it is then high and need to suspend traffic without by local government being received for a long time by building cost.
The content of the invention
In view of this, the invention provides the construction party that a kind of Bailey beam make-shift bridge transform steel reinforced concrete combination permanent bridge as
Method, this method, will using the method in original make-shift bridge external wrapping concrete after the completion of High speed railway project major project
Existing Bailey beam make-shift bridge transformation and upgrade are permanent bridge, become dismounting and are redeveloped into upgrading strengthening reconstruction, meet to supplement local road
Net is actually needed.
To achieve the above object, the present invention is achieved through the following technical solutions：A kind of Bailey beam make-shift bridge transform steel as
The construction method of mixed combination permanent bridge, comprises the following steps：
(1) foundation construction, foundation pile is set up respectively along the both sides that bridge moves towards in Bailey beam make-shift bridge original base stake, and
Apron piece is poured at the top of foundation pile, the original steel pipe column bridge pier of Bailey beam make-shift bridge is supported using apron piece；
(2) Bridge Pier Construction, bridge pier formwork for placing is installed in make-shift bridge original steel pipe column bridge pier outer rim, in steel pipe column
Outside casting concrete, concrete filled steel tube bridge pier is formed, and armored concrete cap structure is set in pier coping portion；
(3) bearing is installed, and back timber support is installed between the cap structure and Bailey beam of pier coping portion, removes original steel
Rail bearing, and the permanent bearing of installation in situ；
(4) main girder construction, the installation form on the outside of the original Bailey beam of make-shift bridge, casting concrete form concrete structure
Girder；
(5) diaphragm is constructed, after the completion of all main girder constructions of above-mentioned steps (4), in original stull both sides installation form,
Casting concrete, formed and the into a single integrated structure diaphragm of concrete girder structure；
(6) Roadway Construction, the original bridge floor steel facing of make-shift bridge, the colligation between the crossbeam and longeron of original bridge floor are removed
Bar-mat reinforcement, in bridge floor surrounding installation form, pour bridge deck concrete and form beam framework reinforced concrete structure integrated deck in length and breadth,
Finally, back timber support, permanent Bearing Seat Force are removed, transformation is completed.
In the above-mentioned technical solutions, in the step (2), before casting concrete structure bridge pier, in addition to steel pipe column bridge
Pier carries out processing of rust removing, and WELDING STUDS is welded in steel pipe column outer rim section, the colligation steel hoop net around WELDING STUDS, finally will
Bridge pier formwork for placing is arranged on the outer layer of steel hoop net.
In the above-mentioned technical solutions, in the step (4), before casting concrete structure girder, in addition to original shellfish thunder
Beam carries out processing of rust removing, and the colligation girder framework of steel reinforcement in Bailey beam, and finally girder formwork for placing is fixed in Bailey beam.
In the above-mentioned technical solutions, in the step (4), before casting concrete structure girder, reserved at original stull
Beard muscle.
Preferably, in the above-mentioned technical solutions, in the step (5), before casting concrete diaphragm, colligation tabula joist steel
Muscle net welds in stull, and by diaphragm bar-mat reinforcement both ends and beard muscle.
In the above-mentioned technical solutions, in the step (4), original girder is that a plurality of Bailey beam moves towards arranged side by side along bridge
Set, every Bailey beam is spliced by multistage Bailey beam piece, and during casting concrete structure girder, slitting segmentation is entered to Bailey beam
The outsourcing of row concrete is handled.
Beneficial effects of the present invention：Bailey beam make-shift bridge provided by the present invention transform applying for steel reinforced concrete combination permanent bridge as
Work method, original dismounting reconstruction engineering is changed into strengthening and rebuilding engineering, difficulty of construction is effectively reduced, substantially reduces construction
Duration, construction costs is greatly saved, economic benefit and social benefit are obvious.
Brief description of the drawings
Fig. 1 is the longitudinal cross-section schematic diagram of the Bailey beam make-shift bridge of the present invention；
Fig. 2 is the transverse sectional view of the Bailey beam make-shift bridge of the present invention；
Fig. 3 is that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the longitudinal cross-section schematic diagram of permanent bridge；
Fig. 4 is that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the transverse sectional view of permanent bridge；
Fig. 5 is that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the basic structural representation of permanent bridge；
Fig. 6 is the top view that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the bridge pier of permanent bridge；
Fig. 7 is the schematic cross-section that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the bridge pier 3 of permanent bridge；
Fig. 8 is the structural representation of the bearing of the Bailey beam make-shift bridge of the present invention；
The Bailey beam make-shift bridge that Fig. 9 is the present invention transform the signal that steel reinforced concrete combines bearing replacement during permanent bridge as
Figure；
Figure 10 is the structural representation of the girder of the Bailey beam make-shift bridge of the present invention；
Figure 11 is the structural representation that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the girder of permanent bridge；
Figure 12 is the structural representation of the stull of the Bailey beam make-shift bridge of the present invention；
Figure 13 is the structural representation that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines the diaphragm of permanent bridge
Figure；
Figure 14 is the structural representation of the interim bridge deck structure of the Bailey beam make-shift bridge of the present invention；
Figure 15 is that the structure for the bridge deck structure that the improved steel reinforced concrete of Bailey beam make-shift bridge of the present invention combines permanent bridge is shown
It is intended to；
In figure：Bridge deck structure 1 (longeron 11, crossbeam 12, bridge floor steel facing 13, bar-mat reinforcement 14, bridge deck concrete 15), girder
2 (Bailey beam 21, main beam concrete 22, frameworks of steel reinforcement 23), bridge pier 3 (steel pipe column bridge pier 31, bridge pier concrete 32, WELDING STUDS 33,
Steel hoop net 34, cap structure 35), basic 4 (original base stake 40, foundation pile 41, apron pieces 42), (the rail bearing of bearing 5
51,53) permanent bearing 52, back timber supports, diaphragm 6 (stull 61, beard muscle 62, diaphragm bar-mat reinforcement 63, stull concrete
64)。
Embodiment
In order to be better understood from technical scheme, the present invention is made into one with specific embodiment below in conjunction with the accompanying drawings
The detailed description of step.
As Fig. 1 and 2 be respectively the present invention Bailey beam make-shift bridge vertical and horizontal schematic cross-section, as illustrated,
The Bailey beam make-shift bridge of the present embodiment mainly includes original structure basis 40, and 31,4, steel pipe column bridge pier is spread side by side along bridge direction
If Bailey beam 21 and interim bridge floor structure composition, the Bailey beam 21 steel pipe column bridge pier is fixedly installed on by rail bearing 51
On 31, connected between the Bailey beam 21 laid side by side by stull 61, interim bridge deck structure includes longeron 11, the and of crossbeam 12
Bridge floor steel facing 13.
As Fig. 3 and 4 be respectively the Bailey beam make-shift bridge improved steel reinforced concrete combination permanent bridge of the present invention longitudinal direction and
Transverse sectional view, as illustrated, the steel reinforced concrete combination permanent bridge of the Bailey beam make-shift bridge transformation of the present embodiment, by bridge floor
Structure 1, girder 2, bridge pier 3, basis 4, bearing 5 and diaphragm 6 form, and its major alterations scheme is：In original make-shift bridge
On the basis of, it is stiff skeleton with steel pipe column bridge pier 31 and Bailey beam 21, overlapping steel tube concrete is formed by external wrapping concrete technology
Native bridge pier 3 and stiff skeleton reinforced concrete girder 2, and rail bearing 51 is replaced with into permanent bearing 52, ultimately form steel reinforced concrete
Combine permanent bridge.
The Bailey beam make-shift bridge of the present embodiment transform the construction method of steel reinforced concrete combination permanent bridge as, comprises the following steps：
(1) foundation construction, as shown in figure 5, using the principle of two support one, in Bailey beam make-shift bridge original base stake 40 along bridge
Foundation pile 41 is set up in the both sides of beam trend respectively, and pours apron piece 42 at the top of foundation pile 41, and Bailey beam is supported using apron piece 42
The original steel pipe column bridge pier 31 of make-shift bridge, to meet the requirement for bearing capacity of structure after transforming；
(2) Bridge Pier Construction, as shown in Figures 6 and 7, the original steel pipe column bridge pier 31 of Bailey beam make-shift bridge is carried out at derusting
Reason, and WELDING STUDS 33 is welded in the outer rim section of steel pipe column bridge pier 31, the colligation steel hoop net 34 around WELDING STUDS 33, finally will
Bridge pier formwork for placing is arranged on the outer layer of steel hoop net 34, and bridge pier concrete 32 is poured in the interior outside of steel pipe column bridge pier 31,
Concrete filled steel tube bridge pier is formed, and armored concrete cap structure 35 is set in pier coping portion；
(3) bearing is installed, and as shown in FIG. 8 and 9, back timber is installed between the cap structure 35 and Bailey beam 21 of pier coping portion
Support 53, remove original rail bearing 51, and the permanent bearing 52 of installation in situ；
(4) main girder construction, as shown in FIG. 10 and 11, original Bailey beam 21 of Bailey beam make-shift bridge is carried out at derusting
Reason, and the colligation girder framework of steel reinforcement 23 in Bailey beam 21, muscle 62 of being worn moustache in advance at original stull 61, finally pour girder
Template is fixed in Bailey beam 21, is poured main beam concrete 22 and is formed concrete structure girder；
(5) diaphragm is constructed, and as shown in Figures 12 and 13, after the completion of all main girder constructions of above-mentioned steps (4), colligation is horizontal
Every beam steel net 63 in stull 61, and the both ends of diaphragm bar-mat reinforcement 63 and beard muscle 62 are welded, installed in the both sides of stull 61
Template, stull concrete 64 is poured, formed and the into a single integrated structure diaphragm 6 of concrete girder 2；
(6) Roadway Construction, as shown in FIG. 14 and 15, the original bridge floor steel facing 13 of make-shift bridge is removed, in original bridge floor
Assembling reinforcement net 14 between crossbeam 12 and longeron 11, in bridge floor surrounding installation form, pour bridge deck concrete 15 and form beam in length and breadth
Skeleton reinforcing steel bar concrete integrated deck structure 1, finally, back timber support 53 is removed, the permanent stress of bearing 52, transformation is completed.
The content that this specification is not described in detail belongs to prior art known to professional and technical personnel in the field.On although
State embodiment and detailed description is made that to the present invention, but it is only part of the embodiment of the present invention, rather than all implement
Example, people can also obtain other embodiment according to the present embodiment under the premise of without creativeness, and these embodiments belong to this
Invention protection domain.
Claims (6)
1. a kind of Bailey beam make-shift bridge transform the construction method of steel reinforced concrete combination permanent bridge as, it is characterised in that including following step
Suddenly：
(1) foundation construction, foundation pile is set up respectively along the both sides that bridge moves towards in Bailey beam make-shift bridge original base stake, and in base
Stake top portion pours apron piece, and the original steel pipe column bridge pier of Bailey beam make-shift bridge is supported using apron piece；
(2) Bridge Pier Construction, bridge pier formwork for placing is installed in make-shift bridge original steel pipe column bridge pier outer rim, in the interior outside of steel pipe column
Casting concrete, concrete filled steel tube bridge pier is formed, and armored concrete cap structure is set in pier coping portion；
(3) bearing is installed, and back timber support is installed between the cap structure and Bailey beam of pier coping portion, removes original rail branch
Seat, and the permanent bearing of installation in situ；
(4) main girder construction, the installation form on the outside of the original Bailey beam of make-shift bridge, casting concrete form concrete structure master
Beam；
(5) diaphragm is constructed, and after the completion of all main girder constructions of above-mentioned steps (4), in original stull both sides installation form, is poured
Concrete, formed and the into a single integrated structure diaphragm of concrete girder structure；
(6) Roadway Construction, the original bridge floor steel facing of make-shift bridge, the assembling reinforcement between the crossbeam and longeron of original bridge floor are removed
Net, in bridge floor surrounding installation form, pour bridge deck concrete and form beam framework reinforced concrete structure integrated deck in length and breadth, most
Afterwards, back timber support, permanent Bearing Seat Force are removed, transformation is completed.
2. Bailey beam make-shift bridge according to claim 1 transform the construction method of steel reinforced concrete combination permanent bridge, its feature as
It is, in step (2), before casting concrete structure bridge pier, in addition to processing of rust removing is carried out to steel pipe column bridge pier, and in steel pipe
WELDING STUDS is welded in post outer rim section, the colligation steel hoop net around WELDING STUDS, bridge pier formwork for placing finally is arranged on into annular
The outer layer of bar-mat reinforcement.
3. Bailey beam make-shift bridge according to claim 1 transform the construction method of steel reinforced concrete combination permanent bridge, its feature as
It is, in step (4), before casting concrete structure girder, in addition to processing of rust removing is carried out to original Bailey beam, and in shellfish thunder
Girder formwork for placing, is finally fixed in Bailey beam by colligation girder framework of steel reinforcement on beam.
4. Bailey beam make-shift bridge according to claim 1 transform the construction method of steel reinforced concrete combination permanent bridge, its feature as
It is, in step (4), before casting concrete structure girder, muscle of being worn moustache in advance at original stull.
5. Bailey beam make-shift bridge according to claim 4 transform the construction method of steel reinforced concrete combination permanent bridge, its feature as
It is, in step (5), before casting concrete diaphragm, colligation diaphragm bar-mat reinforcement is in stull, and by diaphragm bar-mat reinforcement
Welded with beard muscle at both ends.
6. the Bailey beam make-shift bridge according to claim any one of 1-5 transform the construction party of steel reinforced concrete combination permanent bridge as
Method, it is characterised in that in step (4), original girder is that a plurality of Bailey beam is set up in parallel along bridge trend, every shellfish thunder
Beam is spliced by multistage Bailey beam piece, and during casting concrete structure girder, slitting segmentation carries out concrete outsourcing to Bailey beam
Processing.
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| CN201610507378.XA CN106049289B (en) | 2016-06-30 | 2016-06-30 | Bailey beam make-shift bridge transform the construction method of steel reinforced concrete combination permanent bridge as |
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| CN201610507378.XA CN106049289B (en) | 2016-06-30 | 2016-06-30 | Bailey beam make-shift bridge transform the construction method of steel reinforced concrete combination permanent bridge as |
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| CN106049289B true CN106049289B (en) | 2018-01-16 |
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Cited By (1)
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| CN108595891A (en) * | 2018-05-11 | 2018-09-28 | 石家庄羚建工程技术咨询有限公司 | The two dimensionization BIM design methods of concrete bridge main girder construction falsework structure |
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