CN106498850B - A kind of bridge pavement component and preparation method thereof - Google Patents
A kind of bridge pavement component and preparation method thereof Download PDFInfo
- Publication number
- CN106498850B CN106498850B CN201610956051.0A CN201610956051A CN106498850B CN 106498850 B CN106498850 B CN 106498850B CN 201610956051 A CN201610956051 A CN 201610956051A CN 106498850 B CN106498850 B CN 106498850B
- Authority
- CN
- China
- Prior art keywords
- concrete block
- concrete
- mould
- metal tube
- fixing axle
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
-
- 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
Abstract
The invention discloses a kind of bridge pavement component and preparation method thereof, comprise the following steps：Preparation and cleaning, releasing agent smearing, work-yard preparation, reinforcement installation, concreting, the installation of metal tube, the installation of fixing axle, mould form removal, concrete block maintenance, the concrete block assembling of mould.The assembling that the present invention passes through the first concrete block and the second concrete block, and second the inside of concrete block be provided with reinforcing bar, the hardness and compression strength of the component can be improved, the component is enabled to keep out the shock of vehicle, again because the first concrete block is arranged in the groove of bridge pavement, and the inside fill concrete of groove so that the first concrete block can firmly be combined with bridge, so as to improve the securement strength of the component.
Description
Technical field
The present invention relates to bridge pavement component technology field, more particularly to a kind of bridge pavement component and its preparation side
Method.
Background technology
Bridge facilitates the dealing of people as traffic aisle, has saved the time needed for traveling, on some bridges,
Not only there is car lane, pavement is also cooked up in the both sides of bridge pavement, so facilitates the trip of people, but for bridge
The aesthetic measure of beam, flower bed can be only provided between car lane and pavement, flower bed is made up of wood materials mostly,
High vehicle speeds occur surprisingly to make, and easily break through flower bed, drive in pavement, easily the pedestrian in pavement are caused to endanger
Evil.
The content of the invention
The invention aims to solve shortcoming present in prior art, and a kind of bridge pavement component proposed
And preparation method thereof.
To achieve these goals, present invention employs following technical scheme：
A kind of bridge pavement component, including the first concrete block are designed, first concrete block, which coordinates, is arranged on bridge
In the groove that beam road surface opens up, the gap of the groove and the first concrete block is filled with concrete, Concrete Filled to
Bridge pavement keep level, the inside of first concrete block is plugged with fixing axle, and fixing axle is away from the first coagulation
One end of soil block extends to the top of bridge pavement, and the side of the fixing axle above bridge pavement, which coordinates, is socketed with metal
Pipe, and the side cooperation of metal tube is socketed with the second concrete block, the internal chiasma of the second concrete block is arranged with more reinforcing bars,
First concrete block is in cross shape, and the groove of bridge pavement is stepped.
Preferably, the length of the fixing axle and the length of metal tube are identical, and the length of metal tube and the second concrete
The thickness of block is identical.
A kind of preparation method of bridge pavement component, comprises the following steps：
S1, mould preparation and cleaning：First get out two groups of moulds that can produce the first concrete block and the second concrete block
Two groups of moulds are cleared up and repaired by tool, and carry out grinding and buffing processing to the inner mould surface of two groups of moulds；
S2, releasing agent are smeared：After terminating to the inner mould surface sanding and polishing of two groups of moulds, to the internal model table of two groups of moulds
The uniform smearing release agent in face；
S3 work-yards prepare：First the ground of work-yard is cleaned, keeps the clean level of work-yard bottom surface
And planarization, and by the work-yard of handle well two groups of moulds placements after the cleaning；
S4, reinforcement installation：According to the specification requirement of the second concrete block, suitable reinforcing bar length is chosen, reinforcing bar is carried out
Position is arranged, and carries out colligation to adjacent reinforcing bar, and the good reinforcing bar group of colligation is arranged on to the mould of the second concrete block of production
In；
S5, concreting：The concrete casting being stirred is being produced into the first concrete block and the second concrete block
In two moulds, and the concrete in two moulds is vibrated by vibrating spear, concrete surface present it is flat, do not have
During notable bubble, concrete has filled up mould inside substantial；
S6, metal tube installation：After the completion of the concrete vibrating that will be produced in the second concrete block mould, metal tube
After simple cleaning, in the uniform smearing release agent of the internal side wall of metal tube, then metal tube is run through as requested and is plugged in life
Produce in the concrete in the second concrete block mould；And by the concrete clearing and retrieving inside metal tube；
S7, fixing axle installation：After the completion of the concrete vibrating that will be produced in the first concrete block mould, by fixing axle
After simple cleaning, fixing axle is plugged on as requested in the concrete in the first concrete block mould of production；
S8, mould form removal：The concrete solidified in two moulds is separated, obtains the first concrete block and the second coagulation
Soil block, and by the concrete block clearing and retrieving inside metal tube, and by transporting equipment by the first concrete block and the second coagulation
Soil block is transported to the place of storage；
S9, concrete block maintenance：The first concrete block on storage space and the second concrete block are subjected to concentration watering
Maintenance；
S10, concrete block assembling：When needing to install the component, the second concrete block is socketed in the first concrete block
On fixing axle side, and fixing axle and the metal tube in the second concrete block are welded and fixed.
Preferably, machine oil can be used in the releasing agent.
A kind of bridge pavement component proposed by the present invention and preparation method thereof, beneficial effect is：The present invention passes through the
The assembling of one concrete block and the second concrete block, and the inside of the second concrete block is provided with reinforcing bar, can improve the component
Hardness and compression strength so that the component can keep out the shock of vehicle, and because the first concrete block is arranged on bridge pavement
Groove in, and the inside fill concrete of groove so that the first concrete block can firmly be combined with bridge, so as to improve this
The securement strength of component, and the present invention also by the way that metal tube and fixing axle are welded together so that the first concrete block and
The stability of second concrete block connection improves.
Brief description of the drawings
Fig. 1 is a kind of structural representation of bridge pavement component proposed by the present invention and preparation method thereof；
Fig. 2 is that a kind of the second concrete block construction of bridge pavement component proposed by the present invention and preparation method thereof is overlooked
Figure.
In figure：First concrete block 1, reinforcing bar 2, concrete 3, fixing axle 4, metal tube 5, the second concrete block 6.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.
Reference picture 1-2, a kind of bridge pavement component, including the first concrete block 1, the first concrete block 1 coordinate installation
In the groove that bridge pavement opens up, the first concrete block 1 is in cross shape, and the groove of bridge pavement is stepped, recessed
The gap of groove and the first concrete block 1 is filled with concrete 3, concrete 3 be filled into bridge pavement keep level,
The inside of one concrete block 1 is plugged with fixing axle 4, and the one end of fixing axle 4 away from the first concrete block 1 extends to bridge pavement
Top, the side of the fixing axle 4 above bridge pavement, which coordinates, is socketed with metal tube 5, and the side engagement sleeves of metal tube 5
The second concrete block 6 is connected to, the length of fixing axle 4 is identical with the length of metal tube 5, and the length of metal tube 5 and the second coagulation
The thickness of soil block 6 is identical.The internal chiasma of second concrete block 6 is arranged with more reinforcing bars 2.
A kind of preparation method of bridge pavement component, comprises the following steps：
S1, mould preparation and cleaning：The first concrete block 1 and the second concrete block 6 can be produced by first getting out two groups
Mould, two groups of moulds are cleared up and repaired, and grinding and buffing processing is carried out to the inner mould surface of two groups of moulds；
S2, releasing agent are smeared：After terminating to the inner mould surface sanding and polishing of two groups of moulds, to the internal model table of two groups of moulds
Machine oil can be used in the uniform smearing release agent in face, releasing agent；
S3, work-yard prepare：First the ground of work-yard is cleaned, keeps the clean level of work-yard bottom surface
And planarization, and by the work-yard of handle well two groups of moulds placements after the cleaning；
S4, reinforcement installation：According to the specification requirement of the second concrete block 6, suitable reinforcing bar length is chosen, reinforcing bar is carried out
Position is arranged, and carries out colligation to adjacent reinforcing bar, and the good reinforcing bar group of colligation is arranged on to the mould of the second concrete block 6 of production
In.
S5, concreting：The concrete casting being stirred is being produced into the first concrete block 1 and the second concrete block 6
Two moulds in, and the concrete in two moulds is vibrated by vibrating spear, concrete surface present it is flat, do not have
When having notable bubble, concrete has filled up mould inside substantial；
S6, metal tube installation：After the completion of the concrete vibrating that will be produced in the mould of the second concrete block 6, metal
After the simply cleaning of pipe 5, in the uniform smearing release agent of the internal side wall of metal tube 5, then metal tube 5 is run through as requested and plugged
In concrete in the production mould of the second concrete block 6；And by the concrete clearing and retrieving inside metal tube 5；
S7, fixing axle installation：After the completion of the concrete vibrating that will be produced in the mould of the first concrete block 1, by fixation
After the simply cleaning of axle 4, fixing axle 4 is plugged on as requested in the concrete in the production mould of the first concrete block 1；
S8, mould form removal：The concrete solidified in two moulds is separated, it is mixed to obtain the first concrete block 1 and second
Solidifying soil block 6, and by the concrete block clearing and retrieving inside metal tube 5, and by transporting equipment by the first concrete block 1 and second
Concrete block 6 is transported to the place of storage；
S9, concrete block maintenance：The first concrete block 1 on storage space and the second concrete block 6 are carried out concentration and poured
Water maintains；
S10, concrete block assembling：When needing to install the component, the second concrete block 6 is socketed in the first concrete block
The side of fixing axle 4 on 1, and fixing axle 4 and the metal tube 5 in the second concrete block 6 are welded and fixed.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art the invention discloses technical scope in, technique according to the invention scheme and its
Inventive concept is subject to equivalent substitution or change, should all be included within the scope of the present invention.
Claims (4)
1. a kind of bridge pavement component, including the first concrete block（1）, first concrete block（1）Cooperation is arranged on bridge
In the groove that beam road surface opens up, the groove and the first concrete block（1）Gap be filled with concrete（3）, concrete（3）
It is filled into and bridge pavement keep level, it is characterised in that first concrete block（1）Inside be plugged with fixing axle
（4）, and fixing axle（4）Away from the first concrete block（1）One end extend to the top of bridge pavement, above bridge pavement
Fixing axle（4）Side coordinate be socketed with metal tube（5）, and metal tube（5）Side coordinate be socketed with the second concrete block
（6）, the second concrete block（6）Internal chiasma be arranged with more reinforcing bars（2）, first concrete block（1）In crux
Shape, and the groove of bridge pavement is stepped.
A kind of 2. bridge pavement component according to claim 1, it is characterised in that the fixing axle（4）Length with
Metal tube（5）Length it is identical, and metal tube（5）Length and the second concrete block（6）Thickness it is identical.
3. the preparation method of a kind of bridge pavement component according to claim 1, it is characterised in that including following step
Suddenly：
S1, mould preparation and cleaning：The first concrete block can be produced by first getting out two groups（1）With the second concrete block（6）'s
Mould, two groups of moulds are cleared up and repaired, and grinding and buffing processing is carried out to the inner mould surface of two groups of moulds；
S2, releasing agent are smeared：It is equal to the inner mould surface of two groups of moulds after terminating to the inner mould surface sanding and polishing of two groups of moulds
Even smearing release agent；
S3, work-yard prepare：First the ground of work-yard is cleaned, keeps the clean level peace of work-yard bottom surface
Whole property, and by the work-yard of handle well two groups of moulds placements after the cleaning；
S4, reinforcement installation：According to the second concrete block（6）Specification requirement, choose suitable reinforcing bar length, line position entered to reinforcing bar
Arrangement is put, and colligation is carried out to adjacent reinforcing bar, the good reinforcing bar group of colligation is arranged on the second concrete block of production（6）Mould
In；
S5, concreting：The concrete casting being stirred is being produced into the first concrete block（1）With the second concrete block（6）
Two moulds in, and the concrete in two moulds is vibrated by vibrating spear, concrete surface present it is flat, do not have
When having notable bubble, concrete has filled up mould inside substantial；
S6, metal tube installation：The second concrete block will produced（6）After the completion of concrete vibrating in mould, metal tube
（5）After simple cleaning, in metal tube（5）The uniform smearing release agent of internal side wall, then by metal tube（5）Run through as requested
It is plugged in the second concrete block of production（6）In concrete in mould；And by metal tube（5）Internal concrete clearing and retrieving；
S7, fixing axle installation：The first concrete block will produced（1）After the completion of concrete vibrating in mould, by fixing axle
（4）After simple cleaning, by fixing axle（4）The first concrete block of production is plugged on as requested（1）In concrete in mould；
S8, mould form removal：The concrete solidified in two moulds is separated, obtains the first concrete block（1）With the second coagulation
Soil block（6）, and by metal tube（5）Internal concrete block clearing and retrieving, and by transporting equipment by the first concrete block（1）With
Second concrete block（6）It is transported to the place of storage；
S9, concrete block maintenance：By the first concrete block on storage space（1）With the second concrete block（6）Concentration is carried out to pour
Water maintains；
S10, concrete block assembling：When needing to install the component, by the second concrete block（6）It is socketed in the first concrete block
（1）On fixing axle（4）Side, and by fixing axle（4）With the second concrete block（6）Interior metal tube（5）Weld admittedly
It is fixed.
4. the preparation method of a kind of bridge pavement component according to claim 3, it is characterised in that the releasing agent can
Use machine oil.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610956051.0A CN106498850B (en) | 2016-10-27 | 2016-10-27 | A kind of bridge pavement component and preparation method thereof |
| CN201711383099.8A CN107974936B (en) | 2016-10-27 | 2016-10-27 | Bridge is subassembly for road surface |
| CN201711383083.7A CN107988905B (en) | 2016-10-27 | 2016-10-27 | A kind of preparation method of bridge pavement component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610956051.0A CN106498850B (en) | 2016-10-27 | 2016-10-27 | A kind of bridge pavement component and preparation method thereof |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711383083.7A Division CN107988905B (en) | 2016-10-27 | 2016-10-27 | A kind of preparation method of bridge pavement component |
| CN201711383099.8A Division CN107974936B (en) | 2016-10-27 | 2016-10-27 | Bridge is subassembly for road surface |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106498850A CN106498850A (en) | 2017-03-15 |
| CN106498850B true CN106498850B (en) | 2018-03-30 |
Family
ID=58322339
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711383099.8A Active CN107974936B (en) | 2016-10-27 | 2016-10-27 | Bridge is subassembly for road surface |
| CN201711383083.7A Active CN107988905B (en) | 2016-10-27 | 2016-10-27 | A kind of preparation method of bridge pavement component |
| CN201610956051.0A Expired - Fee Related CN106498850B (en) | 2016-10-27 | 2016-10-27 | A kind of bridge pavement component and preparation method thereof |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711383099.8A Active CN107974936B (en) | 2016-10-27 | 2016-10-27 | Bridge is subassembly for road surface |
| CN201711383083.7A Active CN107988905B (en) | 2016-10-27 | 2016-10-27 | A kind of preparation method of bridge pavement component |
Country Status (1)
| Country | Link |
|---|---|
| CN (3) | CN107974936B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974936A (en) * | 2016-10-27 | 2018-05-01 | 成都亚联科科技有限公司 | A kind of bridge pavement component |
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- 2016-10-27 CN CN201711383099.8A patent/CN107974936B/en active Active
- 2016-10-27 CN CN201711383083.7A patent/CN107988905B/en active Active
- 2016-10-27 CN CN201610956051.0A patent/CN106498850B/en not_active Expired - Fee Related
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| JPH09158127A (en) * | 1995-12-07 | 1997-06-17 | Mitsubishi Heavy Ind Ltd | Fixing structure of pier reinforcing part and footing |
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| CN107974936A (en) * | 2016-10-27 | 2018-05-01 | 成都亚联科科技有限公司 | A kind of bridge pavement component |
| CN107974936B (en) * | 2016-10-27 | 2019-12-27 | 广东省怡合建设有限公司 | Bridge is subassembly for road surface |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107974936A (en) | 2018-05-01 |
| CN107974936B (en) | 2019-12-27 |
| CN107988905A (en) | 2018-05-04 |
| CN107988905B (en) | 2019-10-22 |
| CN106498850A (en) | 2017-03-15 |
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| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhou Shijun Inventor after: Cao Ning Inventor after: Nan Yanjie Inventor after: Xu Zhimei Inventor after: Liu Juan Inventor after: Yu Wu Inventor after: Jiang Xuezhen Inventor after: Li Junjun Inventor before: Dai Yi |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20180307 Address after: No. 93, Zhongyuan Road, Zhengzhou, Henan Province, Henan Applicant after: Zhou Shijun Applicant after: Cao Ning Applicant after: Nan Yanjie Applicant after: Xu Zhimei Applicant after: Liu Juan Applicant after: Yu Wu Applicant after: Jiang Xuezhen Applicant after: Li Junjun Address before: 610000 Sichuan high tech Zone in Chengdu City, Tian Hui Road No. 360 24 floor No. 12 Applicant before: Chengdu Yalian science and Technology Co Ltd |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180330 Termination date: 20191027 |