CN207552933U - Reinforced mesh entirety mould-entering device - Google Patents
Reinforced mesh entirety mould-entering device Download PDFInfo
- Publication number
- CN207552933U CN207552933U CN201720717122.1U CN201720717122U CN207552933U CN 207552933 U CN207552933 U CN 207552933U CN 201720717122 U CN201720717122 U CN 201720717122U CN 207552933 U CN207552933 U CN 207552933U
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- box girder
- concrete box
- reinforced mesh
- mobile
- track
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Abstract
A kind of reinforced mesh entirety mould-entering device, including：Bridge pier, the concrete box girder being horizontally installed on bridge pier, the track being set on concrete box girder along concrete box girder length direction II, the binding clamping fixture above concrete box girder, the mobile formwork positioned at concrete box girder front end, several being used for the reinforced mesh vertical shift bundled in binding clamping fixture vertical shift driving in place and be set to concrete box girder upper end move workshop of being installed in mobile formwork.Binding clamping fixture is run to along track II at mobile formwork by traveling wheel II, and reinforced mesh is lifted by crane and walked along mobile formwork by vertical shift driving realizes vertical shift, and reinforced mesh is transferred to precalculated position by vertical shift afterwards in place.Concreting is carried out to reinforced mesh later and forms concrete box girder, can be carried out in mobile workshop during concreting health second across reinforced mesh binding, improve efficiency, avoid the drawbacks of traditional construction occupies land used under bridge.
Description
Technical field
The utility model is related to bridge apparatus fields, and in particular to a kind of reinforced mesh entirety mould-entering device.
Background technology
Upstroke movable framework reinforcing bar integrally enters mould technology and mainly includes following components：（1）Reinforcing bar is tied up in mould
It pricks；（2）Truss hoisting hangs reinforced mesh；（3）Vertical shift driving hanging（2）Middle component and vertical shift are in place；（4）Overhead traveling crane hanging lifting
Truss and reinforced mesh are finely tuned and are transferred.
At present in bridge construction, reinforcing bar is either bound in mould still to be bound at the scene, is all by standardization workshop
Binding place is transported to after interior blanking, processing to be bound.The transhipment of reinforcing bar, binding carries out outdoors and the time is longer, meeting
Situations such as reinforcing bar is caused to get rusty, corrode has some impact on bridge security quality.
Utility model content
The utility model provides a kind of saving bridge both sides construction red line land used to overcome the shortcomings of more than technology
Reinforced mesh entirety mould-entering device.
Technical solution is used by the utility model overcomes its technical problem：
A kind of reinforced mesh entirety mould-entering device, including：Bridge pier, the concrete box girder being horizontally installed on bridge pier, along mixed
Track II that solidifying soil box beam length direction is set on concrete box girder, is located at the binding clamping fixture above concrete box girder
The mobile formwork of concrete box girder front end, several reinforcing bars for will have been bundled in binding clamping fixture being installed in mobile formwork
The mobile workshop of concrete box girder upper end, the binding clamping fixture lower end rotation are driven a vehicle and are set in the vertical shift of mesh sheet vertical shift in place
Traveling wheel II is installed, the rolling of traveling wheel II is set on track II, and the mobile formwork front end is fixed on by supporting leg
On bridge pier, its rear end is installed on by traveling wheel rolling on concrete box girder, and the binding clamping fixture is located in mobile workshop, described
It is rotatablely equipped with traveling wheel I respectively at left and right sides of mobile workshop lower end, the left and right sides of the concrete box girder is respectively along length
Direction is provided with track I, and the rolling of traveling wheel I is set on track I.
In order to facilitate the handling and turnover of reinforcing bar, further include the longeron that is set to mobile workshop top along its length and
The horizontal crossbeam being slidably mounted on longeron in left-right direction, the crossbeam（Lower end is provided with track, and electric block is slidably installed
In on track.
In order to improve efficiency, the length of above-mentioned mobile workshop is more than 2 times of binding clamping fixture length.
In order to make reinforced mesh preceding fine tuning in place, the overhead traveling crane being installed on mobile formwork is further included, the overhead traveling crane is by vertical shift
Reinforced mesh after in place, which is hung, to be sent to installation site.
The beneficial effects of the utility model are：During construction, Steel Reinforcing Bar Material processing work, Zhi Hou are carried out in mobile workshop
Reinforcing bar is bound in binding clamping fixture, reinforced mesh is formed after reinforcing bar binding molding, binding clamping fixture is by traveling wheel II along rail
Road II is run at mobile formwork, and reinforced mesh is lifted by crane and walked along mobile formwork by vertical shift driving realizes vertical shift, and vertical shift is in place
Reinforced mesh is transferred into precalculated position afterwards.Concreting is carried out to reinforced mesh later and forms concrete box girder, works as coagulation
Soil pour can be carried out in mobile workshop during health second across reinforced mesh binding, improve efficiency, mobile workshop
It can be moved along concrete box girder, therefore the production that can continuously practise.It avoids traditional construction and occupies land used under bridge
Drawback.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the cross-sectional structure schematic diagram of mobile workshop；
In figure, 1. bridge pier, 2. concrete box girder 3. movement 4. traveling wheel of workshop, I 5. binding clamping fixture, 6. mobile formwork
7. 12. electric block of overhead traveling crane 8. traveling wheel, II 9. track, I 10. longeron, 11. crossbeam, 13. track II.
Specific embodiment
Below in conjunction with the accompanying drawings 1, attached drawing 2 is described further the utility model.
A kind of reinforced mesh entirety mould-entering device, including：Bridge pier 1, the concrete box girder 2 being horizontally installed on bridge pier 1, edge
2 length direction of concrete box girder is set to the track II 13 on concrete box girder 2, the binding tire above concrete box girder 2
Tool 5, positioned at 2 front end of concrete box girder mobile formwork 6, be installed on it is several for will be in binding clamping fixture 5 in mobile formwork 6
The mobile workshop 3 of 2 upper end of concrete box girder is driven a vehicle and is set in the vertical shift of the reinforced mesh vertical shift bundled in place, binds tire
Have 5 lower ends and be rotatablely equipped with traveling wheel II 8, the rolling of traveling wheel II 8 is set on track II 13, and 6 front end of mobile formwork passes through
Supporting leg is fixed on bridge pier 1, and its rear end is installed on by traveling wheel rolling on concrete box girder 2, and binding clamping fixture 5 is located at mobile factory
In room 3, traveling wheel I 4, the left and right sides difference of concrete box girder 2 are rotatablely equipped at left and right sides of mobile 3 lower end of workshop respectively
It is provided with track I 9 along its length, the rolling of traveling wheel I 4 is set on track I 9.During construction, carried out in mobile workshop 3
Steel Reinforcing Bar Material processing work later binds reinforcing bar in binding clamping fixture 5, and reinforced mesh is formed after reinforcing bar binding molding,
Binding clamping fixture 5 is run to along track II 13 at mobile formwork 6 by traveling wheel II 8, and vertical shift driving lifts by crane reinforced mesh simultaneously
It walks along mobile formwork 6 and realizes vertical shift, reinforced mesh is transferred to precalculated position by vertical shift afterwards in place.Reinforced mesh is carried out later
Concreting forms concrete box girder 2, can be carried out in mobile workshop 3 during concreting health second across steel
The binding of muscle mesh sheet, improves efficiency, and mobile workshop 3 can move, therefore can continuously practise along concrete box girder 2
Production.Avoid the drawbacks of traditional construction occupies land used under bridge.
Further, the longeron 10 that is set to mobile 3 top of workshop along its length and in left-right direction water are further included
The flat crossbeam 11 being slidably mounted on longeron 10,11 lower end of crossbeam are provided with track, and electric block 12 is slidably mounted on track.
It can be loaded and unloaded by electric block 12 and have enough to meet the need reinforcing bar or other materials, along track transverse movement, and can be along 10 longitudinal direction of longeron
It is mobile, therefore further improve efficiency.Preferably, the length for moving workshop 3 is more than 2 times of 5 length of binding clamping fixture, therefore can
To bind two reinforced mesh simultaneously in mobile workshop 3, efficiency is further improved.It can also include being installed on mobile formwork 6
On overhead traveling crane 7, the reinforced mesh after vertical shift in place hangs and sent to installation site by overhead traveling crane 7.It drives a vehicle when vertical shift and moves reinforced mesh
After in place, overhead traveling crane 7 lifts by crane reinforced mesh, by reinforced mesh decentralization in place, and carries out preceding fine tuning in place.
Claims (4)
1. a kind of reinforced mesh entirety mould-entering device, which is characterized in that including：Bridge pier（1）, be horizontally installed to bridge pier（1）On
Concrete box girder（2）, along concrete box girder（2）Length direction is set to concrete box girder（2）On track II（13）, positioned at mixed
Solidifying soil box beam（2）The binding clamping fixture of top（5）, positioned at concrete box girder（2）The mobile formwork of front end（6）, be installed on mobile mould
Frame（6）In it is several for will be in binding clamping fixture（5）The vertical shift driving and setting of the middle reinforced mesh vertical shift bundled in place
In concrete box girder（2）The mobile workshop of upper end（3）, the binding clamping fixture（5）Lower end is rotatablely equipped with traveling wheel II（8）, institute
State traveling wheel II（8）Rolling is set to track II（13）On, the mobile formwork（6）Bridge pier is fixed in front end by supporting leg（1）
On, its rear end is installed on concrete box girder by traveling wheel rolling（2）On, the binding clamping fixture（5）Positioned at mobile workshop（3）
It is interior, the mobile workshop（3）It is rotatablely equipped with traveling wheel I respectively at left and right sides of lower end（4）, the concrete box girder（2）A left side
Right both sides are provided with track I along its length respectively（9）, the traveling wheel I（4）Rolling is set to track I（9）On.
2. reinforced mesh entirety mould-entering device according to claim 1, it is characterised in that：It further includes and sets along its length
In mobile workshop（3）The longeron on top（10）And level is slidably mounted on longeron in left-right direction（10）On crossbeam（11）,
The crossbeam（11）Lower end is provided with track, electric block（12）It is slidably mounted on track.
3. reinforced mesh entirety mould-entering device according to claim 1, it is characterised in that：The mobile workshop（3）Length
Degree is more than binding clamping fixture（5）2 times of length.
4. the reinforced mesh entirety mould-entering device according to claims 1 or 2 or 3, it is characterised in that：It further includes and is installed on shifting
Dynamic model frame（6）On overhead traveling crane（7）, the overhead traveling crane（7）Reinforced mesh after vertical shift in place is hung and is sent to installation site.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720717122.1U CN207552933U (en) | 2017-06-20 | 2017-06-20 | Reinforced mesh entirety mould-entering device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720717122.1U CN207552933U (en) | 2017-06-20 | 2017-06-20 | Reinforced mesh entirety mould-entering device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207552933U true CN207552933U (en) | 2018-06-29 |
Family
ID=62671832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720717122.1U Active CN207552933U (en) | 2017-06-20 | 2017-06-20 | Reinforced mesh entirety mould-entering device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207552933U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162737A (en) * | 2018-10-23 | 2019-01-08 | 中铁四局集团第二工程有限公司 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
| CN112706280A (en) * | 2020-12-08 | 2021-04-27 | 苏州良浦住宅工业有限公司 | Split type die-entering process for inner leaf wallboard reinforcing steel bars and outer leaf wallboard reinforcing steel bars of assembled type heat-insulation outer-hanging wallboard |
-
2017
- 2017-06-20 CN CN201720717122.1U patent/CN207552933U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162737A (en) * | 2018-10-23 | 2019-01-08 | 中铁四局集团第二工程有限公司 | A kind of self-styled reinforcing steel bar-binding bench vehicle |
| CN112706280A (en) * | 2020-12-08 | 2021-04-27 | 苏州良浦住宅工业有限公司 | Split type die-entering process for inner leaf wallboard reinforcing steel bars and outer leaf wallboard reinforcing steel bars of assembled type heat-insulation outer-hanging wallboard |
| CN112706280B (en) * | 2020-12-08 | 2022-08-16 | 苏州良浦住宅工业有限公司 | Split type die-entering process for inner leaf wallboard reinforcing steel bars and outer leaf wallboard reinforcing steel bars of assembled type heat-insulation outer-hanging wallboard |
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