CN207551767U - By the use of precast main beam as the bridge construction hanging device of primary structure member - Google Patents
By the use of precast main beam as the bridge construction hanging device of primary structure member Download PDFInfo
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- CN207551767U CN207551767U CN201721738120.7U CN201721738120U CN207551767U CN 207551767 U CN207551767 U CN 207551767U CN 201721738120 U CN201721738120 U CN 201721738120U CN 207551767 U CN207551767 U CN 207551767U
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- steel
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- loading arm
- primary structure
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 60
- 239000010959 steel Substances 0.000 claims abstract description 60
- 240000007600 Lysimachia clethroides Species 0.000 claims abstract description 12
- 239000000203 mixture Substances 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000005303 weighing Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 4
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 11
- 210000003027 Ear, Inner Anatomy 0.000 description 1
- 210000001364 Upper Extremity Anatomy 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 102000006495 integrins Human genes 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000000630 rising Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model discloses a kind of bridge construction hanging device by the use of precast main beam as primary structure member, the supporting support including loading arm and the support loading arm is provided with lifting winch on the loading arm；The loading arm is made of gooseneck and two pre-manufactured steel beam elements being vertically arranged at the top of the gooseneck, and the two pre-manufactured steels beam element is connected as a single entity by the steel truss between being disposed therein；The supporting support is connected with the pre-manufactured steel beam element bottom plate, and the lifting winch is movably arranged on the gooseneck.The utility model has the advantage of the main bearing members that construction hanging device is formed after the pre-manufactured steel girder of bridge is connected by steel truss, coordinate the method for hoist cable installation girder steel, the stress of girder can effectively be improved, both can meet steel reinforced concrete combination beam installs and uses demand, it again can be to avoid increase expense, it with simple structure, constructs the advantages of convenient, practicability is stronger.
Description
Technical field
The utility model is related to bridge construction hanging device, more particularly, to a kind of by the use of precast main beam as stress structure
The bridge construction hanging device of part.
Background technology
Steel-concrete Combined Beam Structures are another class important feature form, its energy after steel construction and concrete structure
Both comprehensive reapective features, to solve superelevation, providing new choosing across the special designing construction difficult problem of, heavy duty, labyrinth greatly
It selects.
In terms of system stress, for steel-Combined concrete simply supported beam, upper limb concrete slab is pressurized, lower balsh
The advantages of beam tension, it can give full play to steel tensile strength height and high concrete crushing strength, makes up the deficiency of homogenous material.
In terms of bridge construction, steel reinforced concrete combination beam uses prefabricated construction, can quickly finish the assembly of bridge structure, but
It is to apply man-hour requirement using bridging equipment, the bridging equipment of generally use is walking bridging machine etc..Due to bridging equipment very
Costliness, when overall length of bridge is larger, the expense that Bridge Erector is shared to each hole is more reasonable, but for the bridge of Mid and minor spans
Beam using bridge formation machine equipment, is shared costly to every hole, greatly improves construction cost.
Invention content
The purpose of this utility model is to provide a kind of bridge construction liftings by the use of precast main beam as primary structure member
Equipment can overcome the problems, such as that Bridge Erector equipment cost is excessively high in construction method.
To achieve the above object, the utility model can take following technical proposals：
Bridge construction hanging device described in the utility model by the use of precast main beam as primary structure member, including load-bearing
Arm and the supporting support for supporting the loading arm, are provided with lifting winch on the loading arm；The loading arm is by gooseneck
With the two pre-manufactured steel beam elements composition being vertically arranged at the top of the gooseneck, the two pre-manufactured steels beam element is by being disposed therein
Between steel truss be connected as a single entity；The supporting support is connected with the pre-manufactured steel beam element bottom plate, the lifting winch activity
It is arranged on the gooseneck.
The pre-manufactured steel beam element is made of bottom plate and two skew web plates；Skew web plate lower part water close to the steel truss side
It is flat to be provided with connection web, it is connected at the top of the top of the steel truss and the skew web plate of the pre-manufactured steel beam element, the steel
The bottom of truss is connected with the connection web.
The section of the steel truss is in rectangular configuration, and internal chiasma is provided with reinforcement truss.
The steel wire tow line end of the lifting winch is connected with hoist cable.
The utility model has the advantage of construction lifting is formed after the pre-manufactured steel girder of bridge is connected by steel truss
The main bearing member of equipment, the method for cooperation hoist cable installation girder steel, can effectively improve the stress of girder, both can be with
Meet the demand of installing and using of steel reinforced concrete combination beam, and can there is simple structure, construct the advantages of convenient to avoid expense is increased,
Practicability is stronger.
Description of the drawings
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is the structure chart of girder steel unit in Fig. 1.
Specific embodiment
As shown in Figure 1, 2, the bridge construction lifting described in the utility model by the use of precast main beam as primary structure member
Equipment, the supporting support 1 including loading arm and support loading arm；Lifting winch 2 is provided on loading arm；It is constructed into reduce
This, the loading arm of the utility model is made of gooseneck 3 and two pre-manufactured steel beam elements 4 being vertically arranged at the top of gooseneck 3, and two is pre-
Girder steel unit 4 processed is connected as a single entity by the steel truss 5 between being disposed therein：Pre-manufactured steel beam element 4 is by 4.1 and two skew web plate of bottom plate
4.2 composition；Skew web plate lower horizontal close to 5 side of steel truss is provided with connection web 4.3（It is welded on skew web plate）, end
There are bolt interface, the top of steel truss 5 is connected with the skew web plate top girth of pre-manufactured steel girder 4 by bolt, steel truss 5
Bottom be connected with connecting web 4.3 by bolt；To ensure its stress intensity, the section of the steel truss 5 of the utility model
In rectangular configuration, internal chiasma, which is provided with, strengthens truss 5.1.Supporting support 1 is connected with 4 bottom of pre-manufactured steel girder（It can adopt
With the mode connected temporarily）, lifting winch 2 is movably arranged on gooseneck 3, facilitate in work progress the installation of hoist cable 2.1 and
Lift the transverse shifting of winch 2.
When assembled, two pre-manufactured steel beam elements 4 and steel truss 5 are connected into completion first, are then pushed up using Lifting Equipment
After rising to hoisting height, gooseneck 3 is installed, forms hanging device girder；Then installation lifting winch 2（Including by lifting winch 2
Control the hoist cable 2.1 of lifting）With supporting support 1, construction Lift-on/Lift-off System is formed.Primary structure member should be carried out in advance before construction strong
Degree experiment measures it and lifts weight, ensures lifting construction safety.
During construction, girder steel 7 to be set up is transported to designated position by beam car 6, by steel by the way of " transporting beam under beam "
Beam 7 lifts in place, and then hoist cable 2.1 is fixedly connected with the piece that hangs on girder steel 7, is locked after pulling force is stretched to certain value, peace
Precast concrete floorings are filled, pour into a mould the wet joint concrete of floorings.After the wet joint concrete of floorings reaches design strength,
It releases hoist cable and hangs the connection of piece.Take same form of construction work by the second hole steel girder erection it is in place after, by first and second hole steel
Beam welding or bolt, the system transform of completion every two hole girder steel " Simply supported non-uniform ", and the second bridge of constructing are born curved across non-pier top
The concrete slab in square area, then the wet joint concrete of area's floorings and pier top underplate concrete in casting bay, pour into a mould pier top
Hogging moment area inner lining concrete.During last holes of constructing, hanging device is advanced in place, using supporting support 1, be will act as lifting and is set
Two standby pre-manufactured steel beam elements 4 are put in place, and complete the system transform of girder steel Simply supported non-uniform.After the completion for the treatment of girder steel deformation, press
According to prefabricated bridge, the construction of integrin bridge is completed.
Claims (4)
1. a kind of bridge construction hanging device by the use of precast main beam as primary structure member, including being held described in loading arm and support
The supporting support of weighing arm（1）, lifting winch is provided on the loading arm（2）；It is characterized in that：The loading arm is by steel horizontal stroke
Beam（3）Be vertically arranged in the gooseneck（3）The two pre-manufactured steel beam elements at top（4）Composition, the two pre-manufactured steels beam element（4）
Pass through the steel truss between being disposed therein（5）It is connected as a single entity；The supporting support（1）With the pre-manufactured steel beam element（4）Bottom plate
It is connected, the lifting winch（2）It is movably arranged on the gooseneck（3）On.
2. the bridge construction hanging device according to claim 1 by the use of precast main beam as primary structure member, feature
It is：The pre-manufactured steel beam element（4）By bottom plate（4.1）With two skew web plates（4.2）Composition；Close to the steel truss（5）Side
Skew web plate lower horizontal be provided with connection web（4.3）, the steel truss（5）Top and the pre-manufactured steel beam element（4）
Skew web plate at the top of be connected, the steel truss（5）Bottom and the connection web（4.3）It is connected.
3. the bridge construction hanging device according to claim 1 by the use of precast main beam as primary structure member, feature
It is：The steel truss（5）Section it is in rectangular configuration, internal chiasma is provided with reinforcement truss（5.1）.
4. the bridge construction hanging device according to claim 1 by the use of precast main beam as primary structure member, feature
It is：The lifting winch（2）Steel wire tow line end be connected with hoist cable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721738120.7U CN207551767U (en) | 2017-12-14 | 2017-12-14 | By the use of precast main beam as the bridge construction hanging device of primary structure member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721738120.7U CN207551767U (en) | 2017-12-14 | 2017-12-14 | By the use of precast main beam as the bridge construction hanging device of primary structure member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207551767U true CN207551767U (en) | 2018-06-29 |
Family
ID=62663162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721738120.7U Active CN207551767U (en) | 2017-12-14 | 2017-12-14 | By the use of precast main beam as the bridge construction hanging device of primary structure member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207551767U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110386557A (en) * | 2019-08-05 | 2019-10-29 | 中建交通建设集团有限公司 | A kind of single-door crane falls beam construction method and construction equipment across interior oblique angles |
-
2017
- 2017-12-14 CN CN201721738120.7U patent/CN207551767U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110386557A (en) * | 2019-08-05 | 2019-10-29 | 中建交通建设集团有限公司 | A kind of single-door crane falls beam construction method and construction equipment across interior oblique angles |
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