CN206562571U - Bridge construction mould bases - Google Patents
Bridge construction mould bases Download PDFInfo
- Publication number
- CN206562571U CN206562571U CN201621470173.0U CN201621470173U CN206562571U CN 206562571 U CN206562571 U CN 206562571U CN 201621470173 U CN201621470173 U CN 201621470173U CN 206562571 U CN206562571 U CN 206562571U
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- CN
- China
- Prior art keywords
- support
- bridge construction
- mould bases
- clip
- construction mould
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Abstract
The utility model provides a kind of bridge construction mould bases.The bridge construction mould bases includes：Both sides girder；Vertical transverse-moving mechanism below the girder of both sides；Template system, above the girder, including wing mould, side form, internal model and bed die, above-mentioned template surround a upper end it is open pour chamber；Support system, support is arranged on below telephone-moving construction system in length and breadth, including bracket, the clip being clamped on pier shaft and the support being connected between clip and vertical transverse-moving mechanism that vertical pier shaft side is stretched out.The utility model has the advantage of：Support system uses the dual support of bracket and clip, and support effect is good.
Description
Technical field
The utility model is related to construction equipment technical field, more particularly to a kind of bridge construction mould bases.
Background technology
Bridge construction mould bases is a kind of construction equipment built for bridge superstructure, and be particularly suitable for use in production concrete
Simple supported box beam or continuous box girder.According to bridge construction mould bases girder and the difference of concrete box girder relative position, bridge construction mould
Frame can be divided into two kinds of deck type and base-supporting：The girder of base-supporting bridge construction mould bases is located at the top of concrete box girder；On hold
The girder of formula bridge construction mould bases is located at the lower section of concrete box girder.Compared with base-supporting bridge construction mould bases, car for deck bridge
Construction mould bases has the features such as scope of operation is open, mould bases traveling via does not produce additional duty to concrete box girder, real in engineering
Apply more extensive in trampling.Conventional car for deck bridge construction mould bases, its girder is located at the lower section of concrete box girder, typically in pier
The both sides of body respectively arrange one, and the top or side of its girder typically set transverse truss (or horizontal steel box-girder), template system
Then it is arranged in the top of transverse truss (or horizontal steel box-girder), (concrete box girder is conducted oneself with dignity, newly poured for the load of bridge construction mould bases
Coagulation earth lateral pressure etc.) transverse truss (or horizontal steel box-girder) is transferred to by template system, then it is delivered to bridge construction mould
On the girder of frame.
As described in the patent of invention of Patent No. 200810134898.6, prior art car for deck bridge construction mould bases includes
It is separately fixed at left and right supporting leg, left and right vertical transverse-moving mechanism, bogey and the template system of the pier shaft top left and right sides；Carrying dress
Put and use simple bracket as fulcrum, Area of bearing is small, both sides are using the support of monolithic support, and support effect is poor, there is peace
Full hidden danger.
Utility model content
(1) technical problem to be solved
In view of above-mentioned technical problem, the utility model provides a kind of bridge construction mould bases using multiple support technology.
(2) technical scheme
The utility model bridge construction mould bases includes：Both sides girder；Vertical transverse-moving mechanism below the girder of both sides；Template
System, above the girder, including wing mould, side form, internal model and bed die, above-mentioned template constitute a upper end it is open pour chamber；
Support system, support is arranged in length and breadth below telephone-moving construction system, including vertical pier shaft side stretch out bracket, be clamped on pier shaft
Clip and the support that is connected between clip and vertical transverse-moving mechanism.
Preferably, in the utility model bridge construction mould bases, bed die is located at the template system bottom, by left bed die and right bottom
Mould is spliced by seam, and seam crossing is fixedly connected with a baffle plate for blocking seam.
Preferably, in the utility model bridge construction mould bases, baffle plate is fixedly connected on both sides bed die lower surface using bolt.
Preferably, in the utility model bridge construction mould bases, bracket has what is be located on horizontal plane and set around pier shaft
It is several.
Preferably, in the utility model bridge construction mould bases, clip clamping pier shaft and above the bracket, and by some cards
Hoop sectionally smooth join is formed.
Preferably, in the utility model bridge construction mould bases, connected between clip segmentation by flange.
Preferably, in the utility model bridge construction mould bases, clip segmentation includes connection segment and support segmentation, connection point
Section is located at the forward and backward side of pier shaft, and support segmentation is located at pier shaft left and right side, and support segmentation upper end has a supporting table, support
Lower end is arranged in the supporting table.
Preferably, in the utility model bridge construction mould bases, support support is arranged on the support segmentation erecting bed on clip
Between vertical transverse-moving mechanism lower surface, with parallel some carrier units.
Preferably, in the utility model bridge construction mould bases, carrier unit is vertically arranged, including hound and web, phase
Interconnected between adjacent carrier unit by horizontal cross bar.
Preferably, in the utility model bridge construction mould bases, the medial surface that clip is contacted with pier shaft has anti-skid design.
(3) beneficial effect
It can be seen from the above technical proposal that the utility model bridge construction mould bases at least has the advantages that wherein
One of：
(1) support system uses the dual support of bracket and clip, and support effect is good；
(2) blocked at bed die splicing seams using baffle plate, be not likely to produce spillage, it is ensured that construction quality；
(3) bolt connection baffle plate, baffle plate is dismantled and assembled, is easy to recycling；
(4) multiple brackets are made, are evenly distributed on below clip, uniform strong support is formed to clip；
(5) clip of segmented, transhipment easy to disassemble, and part clip can be general on different pier shafts, applied widely；
(6) bolt connection between clip segmentation, is easy to dismounting, reuses；
(7) there is supporting table in support segmentation, installation site is provided for support, be easily installed many pack supports, enhancing support
Dynamics；
(8) with having some carrier units on pier shaft, support effect is good；
(9) there is anti-skid design on the inside of clip, be connected closer with pier shaft, safety coefficient is high.
Brief description of the drawings
Fig. 1 is the front view of the utility model embodiment bridge construction mould bases.
Fig. 2 is sectional view of the bridge construction mould bases along Section A-A shown in Fig. 1.
【Critical piece】
10- template systems；11- wing moulds；12- side forms；
The left bed dies of 13-；14- internal models；15- baffle plates；
The right bed dies of 16-；20- support 21- horizontal cross bars；
22- webs；23- hounds；30- pier shafts；
40- clips；41- connection segments；42- support segmentations；
50- brackets；60- indulges transverse-moving mechanism.
Embodiment
The utility model provides a kind of bridge construction mould bases.Support system is using the dual support of bracket and clip, branch
Support effect good.
For the purpose of this utility model, technical scheme and advantage is more clearly understood, below in conjunction with specific embodiment, and
Referring to the drawings, the utility model is further described.
There is provided a kind of bridge construction mould bases in most preferred embodiment of the present utility model, as shown in Figure 1 and Figure 2, bag
Include：Both sides girder；Vertical transverse-moving mechanism 60 below the girder of both sides；Template system 10, above girder, mainly by the wing
Mould 11, side form 12, internal model 14 and bed die composition, above-mentioned template constitute a upper end it is open pour chamber；Support system, support is set
Put below telephone-moving construction system 60 in length and breadth, including bracket 50, the clip that is clamped on pier shaft 30 that vertical pier shaft 30 stretches out sideways
40 and the support 20 that is connected between clip 40 and vertical transverse-moving mechanism 60.
Each part of the present embodiment bridge construction mould bases is described in detail individually below.
In the present embodiment, bed die is located at the bottom of template system 10, is spelled by left bed die 13 and right bed die 16 by seam
Connect and form, seam crossing is fixedly connected with a baffle plate 15 for blocking seam, bed die splicing seams and blocked using baffle plate 51, be difficult production
Raw spillage, it is ensured that construction quality.
Fig. 1 is refer to, baffle plate 15 is fixedly connected on both sides bed die lower surface, bolt connection baffle plate 15, baffle plate using bolt
15 is dismantled and assembled, is easy to recycling.
In the present embodiment, bracket 50 has several, the multiple brackets of making for being located on horizontal plane and being set around pier shaft 30
50, the lower section of clip 40 is evenly distributed on, uniform strong support is formed to clip 40.
In the present embodiment, the clamping pier shaft 30 of clip 40 and positioned at the top of bracket 50, and by some sectionally smooth joins of clip 40
Into；Clip 40 is connected between being segmented by flange；The segmentation of clip 40 includes connection segment 41 and support segmentation 42, connection segment
41 are located at the forward and backward side of pier shaft 30, and support segmentation 42 is located at the left and right side of pier shaft 30, and 42 upper ends of support segmentation have one
Platform is supportted, the lower end of support 20 is arranged in the supporting table, the clip 40 of segmented, transhipment easy to disassemble, and part clip 40 can be
It is general on different pier shafts 30, it is applied widely；Bolt connection between clip 40 is segmented, is easy to dismounting, reuses；Support segmentation
There is supporting table on 42, be that support 20 provides installation site, be easily installed many pack supports 20, strengthen support degree；
In the present embodiment, support 20 supports the support being arranged on clip 40 to be segmented under 42 erecting beds and vertical transverse-moving mechanism 60
Between end face, with parallel some carrier units；Carrier unit is vertically arranged, including hound 23 and web 22, adjacent branch
Interconnected between frame unit by horizontal cross bar 21, with having some carrier units on pier shaft 30, support effect is good.
It is noted that clip 40 has anti-skid design with the medial surface that pier shaft 30 is contacted, it is connected tighter with pier shaft 30
Close, safety coefficient is high.
In summary, the utility model bridge construction mould bases support system is using the dual support of bracket and clip, support
Effect is good, meanwhile, by cleverly designing, the scope of application is improved, the ratio of part reuse is improved, improves safety
Property, with preferable application value.
It should be noted that in accompanying drawing or specification text, the implementation for not illustrating or describing is affiliated technology
Form known to a person of ordinary skill in the art, is not described in detail in field.In addition, the above-mentioned definition to each element and method is simultaneously
Various concrete structures, shape or the mode mentioned in embodiment are not limited only to, those of ordinary skill in the art can carry out letter to it
Singly change or replace.
It should also be noted that, the demonstration of the parameter comprising particular value can be provided herein, but these parameters are without definite etc.
In corresponding value, but analog value can be similar in acceptable error margin or design constraint.The side mentioned in embodiment
Only it is the direction of refer to the attached drawing such as " on ", " under ", "front", "rear", "left", "right" to term, not for limiting this
The protection domain of utility model.In addition, above-described embodiment can based on design and reliability consideration, be mixed with each other collocation use or
Used with other embodiment mix and match, i.e., technical characteristic not in be the same as Example can freely form more implementations
Example.
It should be noted that through accompanying drawing, identical element is represented by same or like reference.In the following description,
Some specific embodiments are only used for describing purpose, and should not be construed has any limitation to the utility model, and simply this reality
With the example of new embodiment.When that may cause understanding of the present utility model is caused to obscure, conventional structure or structure will be omitted
Make.It should be noted that the shape and size of each part do not reflect actual size and ratio in figure, and only illustrate the utility model embodiment
Content.
Particular embodiments described above, has carried out entering one to the purpose of this utility model, technical scheme and beneficial effect
Step is described in detail, be should be understood that and be the foregoing is only specific embodiment of the utility model, is not limited to this
Utility model, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvements done etc. all should be wrapped
It is contained within protection domain of the present utility model.
Claims (10)
1. bridge construction mould bases, it is characterised in that including：
Both sides girder；
Vertical transverse-moving mechanism below the girder of both sides；
Template system, above girder, including wing mould, side form, internal model and bed die, above-mentioned one upper end of template composition opening
Pour chamber；And
Support system, support is arranged on below telephone-moving construction system in length and breadth, including：The bracket that vertical pier shaft side is stretched out；It is clamped on
Clip on pier shaft；And the support being connected between clip and vertical transverse-moving mechanism.
2. bridge construction mould bases according to claim 1, it is characterised in that the bed die is located at the most bottom of template system
Layer, is spliced, the seam crossing is fixedly connected with a baffle plate for blocking seam by left bed die and right bed die by seam.
3. bridge construction mould bases according to claim 2, it is characterised in that the baffle plate is fixedly connected on two using bolt
Side bed die lower surface.
4. bridge construction mould bases according to claim 1, it is characterised in that the bracket, which has, to be located on horizontal plane and ring
Around the several of pier shaft setting.
5. bridge construction mould bases according to claim 1, it is characterised in that the clip clamping pier shaft and on bracket
Side, and formed by some clip sectionally smooth joins.
6. bridge construction mould bases according to claim 5, it is characterised in that connected between the clip segmentation by flange
Connect.
7. bridge construction mould bases according to claim 5, it is characterised in that the clip segmentation includes connection segment and branch
Support segmentation, the connection segment is located at the forward and backward side of pier shaft, and the support segmentation is located at pier shaft left and right side, and support segmentation
Upper end has a supporting table, and the pedestal lower end is arranged in the supporting table.
8. bridge construction mould bases according to claim 7, it is characterised in that the support support is arranged on the branch on clip
Between support segmentation erecting bed and vertical transverse-moving mechanism lower surface, with parallel some carrier units.
9. bridge construction mould bases according to claim 8, it is characterised in that the carrier unit is vertically arranged, including oblique
Interconnected between strut and web, adjacent stent unit by horizontal cross bar.
10. bridge construction mould bases according to claim 1, it is characterised in that the medial surface that the clip is contacted with pier shaft
With anti-skid design.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621470173.0U CN206562571U (en) | 2016-12-29 | 2016-12-29 | Bridge construction mould bases |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621470173.0U CN206562571U (en) | 2016-12-29 | 2016-12-29 | Bridge construction mould bases |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562571U true CN206562571U (en) | 2017-10-17 |
Family
ID=60029431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621470173.0U Expired - Fee Related CN206562571U (en) | 2016-12-29 | 2016-12-29 | Bridge construction mould bases |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206562571U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047152A (en) * | 2021-05-18 | 2021-06-29 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN113756206A (en) * | 2021-09-30 | 2021-12-07 | 中铁四局集团有限公司 | Descending type movable formwork device with self-balancing support structure and construction method |
-
2016
- 2016-12-29 CN CN201621470173.0U patent/CN206562571U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047152A (en) * | 2021-05-18 | 2021-06-29 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| CN113047152B (en) * | 2021-05-18 | 2022-10-11 | 中铁四局集团有限公司 | Descending type double-span movable formwork and construction method |
| KR20220156797A (en) * | 2021-05-18 | 2022-11-28 | 차이나 톄쓰쥐 시빌 엔지니어링 그룹 컴퍼니 리미티드 | Descending 2-span mobile scaffolding and construction method |
| KR102637048B1 (en) * | 2021-05-18 | 2024-02-14 | 차이나 톄쓰쥐 시빌 엔지니어링 그룹 컴퍼니 리미티드 | Downward-type 2-span mobile scaffolding and construction method |
| CN113756206A (en) * | 2021-09-30 | 2021-12-07 | 中铁四局集团有限公司 | Descending type movable formwork device with self-balancing support structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171017 Termination date: 20201229 |