CN106012854A - Transportation equipment for prefabricated viaduct plates - Google Patents
Transportation equipment for prefabricated viaduct plates Download PDFInfo
- Publication number
- CN106012854A CN106012854A CN201610449955.4A CN201610449955A CN106012854A CN 106012854 A CN106012854 A CN 106012854A CN 201610449955 A CN201610449955 A CN 201610449955A CN 106012854 A CN106012854 A CN 106012854A
- Authority
- CN
- China
- Prior art keywords
- bridge
- railcar
- plates
- wire rope
- bridge plates
- 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.)
- Granted
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses transportation equipment for prefabricated viaduct plates. The transportation equipment is mainly used in construction of viaducts in the field of constructional engineering. The transportation equipment mainly comprises a front rail car (1), a back rail car (1), a plurality of fixed pulleys (2), a traction device (3), a steel wire rope (4), rails (6), a clamping beam (7), and bolts (8). The main working principle of the transportation equipment is as follows: a plurality of the rails (6) are laid on the viaduct surface, the fixed pulleys (2), the traction device (3) and the steel wire rope (4) are also mounted; steel wheels (10) of the front rail car (1) and the back rail car (1) are placed on the rails (6), front and back ends of two bridge plates (14) are hoisted onto main girders (11) of the front rail car (1) and the back rail car (1) by two cranes (5), and the clamping beam (7) is put on the two bridge plates (14), the bolts (8) are screwed into the clamping beam (7), upper ends of the two bridge plates (14) are clamped temporarily, the traction device (3) is started, and the front rail car (1) is driven by the steel wire rope (4) to move rightwards.
Description
Technical field
Present invention is mainly used for the construction of building engineering field overpass.
Background technology
The patent of invention that I has applied for: prefabricated assembled overpass bridge plate and the equipment of installation thereof, application number:
2016102925379
, need the special equipment that a kind of bridge plate transports, to coordinate the gantry crane of above-mentioned patent to work.
Summary of the invention
The present invention is exactly this transport special equipment, it mainly by two railcars of front and back (
1
), multiple fixed pulley (
2
), traction apparatus (
3
), steel wire rope (
4
), track (
6
), Ka Liang (
7
), bolt (
8
) composition；Railcar (
1
) by walking beam (
9
), steel wheel (
10
), girder (
11
), multistage jack (
12
), draw ring (
13
) composition, walking beam (
9
) be provided with steel wheel (
10
), girder (
11
) two ends respectively with two, left and right walking beam (
9
) side fix, girder (
11
Be provided with in) multistage jack (
12
), multistage jack (
12
) can by bridge plate (
14
) jacking and decline, girder (
11
) be fixedly arranged at the front end with draw ring (
13
)；Ka Liang (
7
) there is an internal thread hole, bolt (
8
) can be screwed into Ka Liang (
7
) internal thread hole in, multiple fixed pulleys (
2
) it being arranged on each position of bridge floor on demand, its rotating shaft is fixed with bridge floor, steel wire rope (
4
) through each fixed pulley (
2
), one end and front railcar (
1
) draw ring (
13
) connect, the other end be wound on traction apparatus (
3
) driving wheel on, by driving wheel haulage cable (
4
) mobile, track (
6
) fix with bridge floor；Main operational principle and the construction method of the present invention be: first lay on the bridge floor constructed a plurality of track (
6
), track space be exactly railcar (
1
) steel wheel (
10
) span, install simultaneously fixed pulley (
2
), traction apparatus (
3
) and steel wire rope (
4
), will front and back two railcars (
1
) steel wheel (
10
) be placed in track (
6
On), then with the two of construction site cranes (
5
) by two bridge plates (
14
Before and after) two lift two railcars of front and back (
1
) girder (
11
On), Jiang Kaliang (
7
) be placed on two bridge plates (
14
On), by two, left and right bolt (
8
) be screwed into Ka Liang (
7
) internal thread hole in, by two bridge plates (
14
) upper end clamp temporarily, start traction apparatus (
3
), steel wire rope (
4
) the front railcar of drive (
1
) move right, when bridge plate (
14
) front end movement to horizontal plane and slope intersection time, need to start before and after's railcar (
1
) multistage jack (
12
), make two bridge plates (
14
) can pass through, when two bridge plates (
14
) have been enter into abutment (
16
), will enter gantry crane (
21
) time, the front railcar of decline (
1
) multistage jack (
12
), railcar after rising (
1
) multistage jack (
12
), make two bridge plates (
14
) be substantially at level, be further continued for drawing steel wire rope (
4
), make two bridge plates (
14
) front end enter gantry crane (
21
) in, with gantry crane (
21
) suspender by two bridge plates (
14
) front end sling, rear railcar (
1
) deactivate, by gantry crane (
21
) and rear railcar (
1
) continue by two bridge plates (
14
) it is transported to installation position.
Accompanying drawing explanation
Description of reference numerals:
1-
Railcar,
2-
Fixed pulley,
3-
Traction apparatus,
4-
Steel wire rope,
5-
Crane,
6-
Track,
7-
Ka Liang,
8-
Bolt,
9-
Walking beam,
10-
Steel wheel,
11-
Girder,
12-
Multistage jack,
13-
Draw ring,
14-
Bridge plate
,15-
Approach ramp
,16-
Abutment
,17-
Mounted bridge plate,
18-
Bridge pier,
19-
Bridge plate top plane in place has been installed,
20-
Top of bridge pier plane,
21-
Gantry crane.
Figure
1
It it is the initial period transport elevational schematic view of the present invention.
Figure
2
It is that normal phase of the present invention transports elevational schematic view.
Figure
3
Be two railcars of the present invention (
1
) the transport bridge plate that cooperates (
14
) floor map.
Figure
4
Be railcar of the present invention (
1
) and Ka Liang (
7
) clamp bridge plate (
14
) elevational schematic view.
Figure
5
Be railcar of the present invention (
1
) plane graph.
Figure
6
Be railcar of the present invention (
1
) side elevational view.
Figure
7
Be bridge plate of the present invention (
14
) leading portion be admitted to the elevational schematic view of gantry crane.
Figure
8
Be track of the present invention (
6
) site plan.
Detailed description of the invention
Summary of the invention has been described in detail the detailed description of the invention of the present invention, is not repeated herein, and need to be described as follows: one
.
See figure
1
, typically approach ramp (
15
) left side arrange bridge plate (
14
) prefabricated place
,
Prefabricated place be provided with two cranes (
5
)
,
By two cranes (
5
) prefabricated place infantile tic ship defeated bridge plate (
14
)；When bridge plate (
14
) front end movement to horizontal plane and slope intersection time, need to rise front railcar (
1
) multistage jack (
12
), make two bridge plates (
14
) front end on rise, pass through at slope；Equally when two bridge plates (
14
) have been enter into abutment (
16
), will enter gantry crane (
21
) time, the front railcar of decline (
1
) multistage jack (
12
), railcar after rising (
1
) multistage jack (
12
), make two bridge plates (
14
) be substantially at level, so can enter smoothly gantry crane (
21
In).Two
.
See figure
4
, railcar (
1
) should design as far as possible lower, railcar (
1
) be designed to the highest, gantry crane (
21
) increase the most therewith, unnecessary waste can be caused；Design Ka Liang (
7
) purpose be to ensure that two bridge plates (
14
) steady during rising and declining, it is unlikely to topple.Three
.
See figure
4
, figure
5
, figure
6
, figure
7
, figure
8
, the present invention by two bridge plates (
14
) transport together, be to cooperate with gantry crane (
21
) work, track (
6
) spacing need corresponding Aided design, same railcar (
1
) also need corresponding Aided design.Four
.
See figure
7
, gantry crane (
21
) it is the gantry crane in the patent of invention " prefabricated assembled overpass bridge plate and the equipment of installation thereof " applied in person.Five
.
Summary of the invention be only described in detail two bridge plates (
14
) movement method at slope, on the most mounted bridge plate face, movement situation is the most simply too much, because the most mounted bridge plate face is substantially at level, movement work is the most permissible by normal method.
Claims (1)
- The transporting equipment of the most prefabricated assembled overpass bridge plate, is characterized in that: it is mainly made up of two railcars (1) of front and back, multiple fixed pulley (2), traction apparatus (3), steel wire rope (4), track (6), Ka Liang (7), bolt (8)；Railcar (1) is made up of walking beam (9), steel wheel (10), girder (11), multistage jack (12), draw ring (13), walking beam (9) is provided with steel wheel (10), side with two walking beams (9) in left and right respectively, girder (11) two ends is fixed, multistage jack (12) is installed in girder (11), multistage jack (12) can by bridge plate (14) jacking and decline, girder (11) be fixedly arranged at the front end with draw ring (13)；Ka Liang (7) has internal thread hole, bolt (8) can be screwed in the internal thread hole of Ka Liang (7), multiple fixed pulleys (2) are arranged on each position of bridge floor on demand, its rotating shaft is fixed with bridge floor, steel wire rope (4) passes each fixed pulley (2), and one end is connected with the draw ring (13) of front railcar (1), and the other end is wound on the driving wheel of traction apparatus (3), mobile by driving wheel haulage cable (4), track (6) is fixed with bridge floor；nullMain operational principle and the construction method of the present invention be: first lays a plurality of track (6) on the bridge floor constructed，Track space is exactly the span of the steel wheel (10) of railcar (1)，Install fixed pulley (2) simultaneously、Traction apparatus (3) and steel wire rope (4)，The steel wheel (10) of front and back two railcars (1) is placed on track (6)，With the two of construction site cranes (5), two before and after two bridge plates (14) is lifted on the girder (11) of two railcars (1) of front and back again，Ka Liang (7) is placed on two bridge plates (14)，Two, left and right bolt (8) is screwed in the internal thread hole of Ka Liang (7)，The upper end of two bridge plates (14) is clamped temporarily，Start traction apparatus (3)，Before steel wire rope (4) drives, railcar (1) moves right，When the front end movement of bridge plate (14) is to horizontal plane and slope intersection，The multistage jack (12) of before and after's railcar (1) need to be started，Two bridge plates (14) are made to pass through，When two bridge plates (14) have been enter into abutment (16)，When will enter gantry crane (21)，The multistage jack (12) of railcar (1) before declining，The multistage jack (12) of railcar (1) after rising，Two bridge plates (14) are made to be substantially at level，It is further continued for drawing steel wire rope (4)，The front end making two bridge plates (14) enters in gantry crane (21)，With the suspender of gantry crane (21), is sling in the front end of two bridge plates (14)，Rear railcar (1) is deactivated，Continued two bridge plates (14) are transported to installation position by gantry crane (21) and rear railcar (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449955.4A CN106012854B (en) | 2016-06-22 | 2016-06-22 | The transporting equipment of prefabricated assembled overpass bridge plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449955.4A CN106012854B (en) | 2016-06-22 | 2016-06-22 | The transporting equipment of prefabricated assembled overpass bridge plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106012854A true CN106012854A (en) | 2016-10-12 |
| CN106012854B CN106012854B (en) | 2017-07-28 |
Family
ID=57086308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610449955.4A Active CN106012854B (en) | 2016-06-22 | 2016-06-22 | The transporting equipment of prefabricated assembled overpass bridge plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106012854B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108639963A (en) * | 2018-05-10 | 2018-10-12 | 纽科伦（新乡）起重机有限公司 | A kind of gantry crane of included walking track |
| CN113585080A (en) * | 2021-07-30 | 2021-11-02 | 中铁十九局集团第五工程有限公司 | Steel box girder lifting and transporting frame system and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1192082A (en) * | 1997-09-24 | 1999-04-06 | Kitagawa Iron Works Co Ltd | Lifting device for construction of bridge beam |
| CN201309802Y (en) * | 2008-09-12 | 2009-09-16 | 北京首钢建设集团有限公司 | Walking assembly-type gantry hoisting apparatus |
| CN201459590U (en) * | 2009-06-05 | 2010-05-12 | 总装备部工程设计研究总院 | Wide-span rapid-assembling type pedestrian bridge |
| JP2013068080A (en) * | 2013-01-23 | 2013-04-18 | Ohbayashi Corp | Construction method of column-beam joint part of viaduct, and viaduct |
| CN105648920A (en) * | 2016-01-26 | 2016-06-08 | 盈都桥梁钢构工程有限公司 | Hoisting construction method of bridge deck carrying pole beam |
-
2016
- 2016-06-22 CN CN201610449955.4A patent/CN106012854B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1192082A (en) * | 1997-09-24 | 1999-04-06 | Kitagawa Iron Works Co Ltd | Lifting device for construction of bridge beam |
| CN201309802Y (en) * | 2008-09-12 | 2009-09-16 | 北京首钢建设集团有限公司 | Walking assembly-type gantry hoisting apparatus |
| CN201459590U (en) * | 2009-06-05 | 2010-05-12 | 总装备部工程设计研究总院 | Wide-span rapid-assembling type pedestrian bridge |
| JP2013068080A (en) * | 2013-01-23 | 2013-04-18 | Ohbayashi Corp | Construction method of column-beam joint part of viaduct, and viaduct |
| CN105648920A (en) * | 2016-01-26 | 2016-06-08 | 盈都桥梁钢构工程有限公司 | Hoisting construction method of bridge deck carrying pole beam |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108639963A (en) * | 2018-05-10 | 2018-10-12 | 纽科伦（新乡）起重机有限公司 | A kind of gantry crane of included walking track |
| CN113585080A (en) * | 2021-07-30 | 2021-11-02 | 中铁十九局集团第五工程有限公司 | Steel box girder lifting and transporting frame system and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106012854B (en) | 2017-07-28 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20161017 Address after: Room 2, building 457, Huangpu Road, Huangdao, Shandong, Qingdao, 266555, China Applicant after: Qingdao Lantian Chuangxian Technology Services Limited Address before: 430064, Wuhan, Hubei province Hongshan District lion mountain street, school 84, 73, 7, 2 room Applicant before: WUHAN CHUANGXIAN PATENT TECHNOLOGY SERVICE CO., LTD. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200923 Address after: 239000 No.66 Tianle Road, Chuzhou City, Anhui Province Patentee after: ANHUI SANJIANG CONSTRUCTION ENGINEERING Co.,Ltd. Address before: Room 2, building 457, Huangpu Road, Huangdao, Shandong, Qingdao, 266555, China Patentee before: QINGDAO LANTIAN CHUANGXIAN TECHNOLOGY SERVICE Co.,Ltd. |