CN106012856A - Movable roller for telescopic girder of prefabricated viaduct plate mounting equipment - Google Patents
Movable roller for telescopic girder of prefabricated viaduct plate mounting equipment Download PDFInfo
- Publication number
- CN106012856A CN106012856A CN201610461555.5A CN201610461555A CN106012856A CN 106012856 A CN106012856 A CN 106012856A CN 201610461555 A CN201610461555 A CN 201610461555A CN 106012856 A CN106012856 A CN 106012856A
- Authority
- CN
- China
- Prior art keywords
- roller
- flexible female
- female beam
- fixed
- base plate
- 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.)
- Pending
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 a movable roller for a telescopic girder of prefabricated viaduct plate mounting equipment. The movable roller is mainly used in construction of viaducts in the field of constructional engineering and is specific supporting equipment for the telescopic girder of the prefabricated viaduct plate mounting equipment. The movable roller mainly comprises a roller body (1), a rolling shaft (2), stop caps (3), long strip-shaped holes (4), side plates (5), a bottom plate (6), three tapered feet (7), springs (8) and a supporting shaft plate (9). The main working principle of the movable roller is as follows: a plurality of the movable rollers are arranged on the mounted viaduct surface linearly at certain intervals, the central axis of a telescopic mother girder (10) is aligned with central axes of the plurality of roller bodies (1), the telescopic mother girder (10) is placed on the plurality of roller bodies (1) and pushed to move along the central axes of the plurality of roller bodies (1), and the rollers are carried away after the telescopic mother girder (10) moves to a mounting position.
Description
Technical field
Present invention is mainly used for the construction of building engineering field overpass.
Background technology
The patent of invention prefabricated assembled overpass bridge plate that I has applied for installs the extensible canopy of equipment, application number: 2016103916165, and this patent needs a kind of special portable roller, the female Liang Jinhang movement to extensible canopy.
Summary of the invention
The present invention is exactly this portable roller;It mainly by roller (
1
), roller bearing (
2
), backstop cap (
3
), strip hole (
4
), side plate (
5
), base plate (
6
), three circular cone feet (
7
), spring (
8
), support axillare (
9
) composition;Roller (
1
) two ends be fixed with roller bearing (
2
), roller bearing (
2
) one end and roller (
1
) side fix, the other end through side plate (
5
) strip hole (
4
), its termination and backstop cap (
3
) fixing, roller bearing (
2
) supporting section be placed on support axillare (
9
) groove in, side plate (
5
) have strip hole (
4
), side plate (
5
) lower end and base plate (
6
) fixing, three circular cone feet (
7
) and base plate (
6
) bottom surface fix, spring (
8
) upper end with support axillare (
9
) fixing, spring (
8
) lower end and base plate (
6
) fixing;The main operational principle of the present invention is: be first placed on the most aligned for multiple present invention on the most mounted bridge plate face, the more flexible female beam of lifting (
10
), by flexible female beam (
10
) axis be directed at multiple rollers (
1
) axis and by flexible female beam (
10
) be placed on multiple roller (
1
On), the flexible female beam of promotion (
10
), flexible female beam (
10
) will along multiple rollers (
1
) axis move, treat flexible female beam (
10
) mobile to installation position, move the present invention;Need to illustrate: base plate (
6
) three circular cone feet of design (
7
), base plate (
6
) bear flexible female beam (
10
) gravity after by 3 stress, therefore three circular cone feet (
7
) flexible female beam (
10
) action of gravity under by whole stress, circular cone foot tiptoe inserts slab concrete top layer, but will not injure underlying concrete, stability under loading the most of the present invention, and it is strong to grab ground ability, will not sliding;If flexible female beam (
10
) when running into the irregular situation in bridge plate face in moving process, due to roller bearing (
2
) by spring (
8
) effect, can from Row sum-equal matrix roller (
1
) position height, make each roller (
1
) all stress equalizations.
Accompanying drawing explanation
Description of reference numerals:
1
-roller,
2
-roller bearing,
3
-backstop cap,
4
-strip hole,
5
-side plate,
6
-base plate,
7-
Circular cone foot,
8
-spring,
9
-support axillare,
10
-flexible female beam.
Figure
1
It it is the positive facade section of the present invention.
Figure
2
It it is the side elevation profile of the present invention.
Figure
3
It it is the section plan of the present invention.
Figure
4
The present invention with flexible female beam (
10
) positive facade section.
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
, figure
2
, two, left and right backstop cap (
3
) general's restriction roller (
1
) and roller bearing (
2
) move left and right;Two, left and right strip hole (
4
) will allow about two roller bearings (
2
) fine motion up and down.Two
.
See figure
3
, three circular cone feet (
7
) be disposed with left-right symmetry base plate (
6
Under), in the case of bridge floor is irregular base plate (
6
) stress is the most rationally, steadily.Three
.
See figure
4
, flexible female beam (
10
) it is the female beam in the patent of invention " extensible canopy of prefabricated assembled overpass bridge plate installation equipment " applied in person, this patent needs a kind of portable running roller, by mother Liang Yiyun to installation site, portable running roller of moving the most again, position is left for the bridge plate conveying track needing thereafter to install.
Claims (1)
- The most prefabricated assembled overpass bridge plate installs the extensible canopy movable type roller of equipment, it is characterized in that: it is mainly made up of roller (1), roller bearing (2), backstop cap (3), strip hole (4), side plate (5), base plate (6), three circular cone feet (7), spring (8), supports axillare (9);The two ends of roller (1) are fixed with roller bearing (2), the side of roller bearing (2) one end and roller (1) is fixed, the other end is through the strip hole (4) of side plate (5), its termination is fixed with backstop cap (3), the supporting section of roller bearing (2) is placed in the groove supporting axillare (9), side plate (5) has strip hole (4), the lower end of side plate (5) is fixed with base plate (6), the bottom surface of three circular cone feet (7) and base plate (6) is fixed, the upper end of spring (8) is fixed with supporting axillare (9), and the lower end of spring (8) is fixed with base plate (6);The main operational principle of the present invention is: be first placed on the most aligned for multiple present invention on the most mounted bridge plate face, the flexible female beam (10) of lifting again, the axis of flexible female beam (10) is directed at the axis of multiple rollers (1) and flexible female beam (10) is placed on multiple roller (1), promote flexible female beam (10), flexible female beam (10) will be moved along the axis of multiple rollers (1), treating that flexible female beam (10) is mobile to installation position, move the present invention;Need explanation: base plate (6) designs three circular cone feet (7), base plate (6) bears 3 stress after the gravity of flexible female beam (10), therefore three circular cone feet (7) under the action of gravity of flexible female beam (10) by whole stress, circular cone foot tiptoe inserts slab concrete top layer, but underlying concrete will not be injured, stability under loading the most of the present invention, grabs ground ability by force, will not sliding;If flexible female beam (10) runs into the irregular situation in bridge plate face in moving process, owing to roller bearing (2) is by the effect of spring (8), the meeting position height from Row sum-equal matrix roller (1), make each roller (1) stress equalization.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610461555.5A CN106012856A (en) | 2016-06-23 | 2016-06-23 | Movable roller for telescopic girder of prefabricated viaduct plate mounting equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610461555.5A CN106012856A (en) | 2016-06-23 | 2016-06-23 | Movable roller for telescopic girder of prefabricated viaduct plate mounting equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106012856A true CN106012856A (en) | 2016-10-12 |
Family
ID=57085973
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610461555.5A Pending CN106012856A (en) | 2016-06-23 | 2016-06-23 | Movable roller for telescopic girder of prefabricated viaduct plate mounting equipment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106012856A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109779667A (en) * | 2019-03-27 | 2019-05-21 | 安徽省矿业机电装备有限责任公司 | The rolling mechanism for preventing extensible canopy from not blocking |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5415272A (en) * | 1993-12-02 | 1995-05-16 | Boschert; Raymond T. | Spring clip for live roller conveyor |
CN103434791A (en) * | 2013-08-02 | 2013-12-11 | 陈学军 | Roller conveying device |
CN203345684U (en) * | 2013-05-22 | 2013-12-18 | 天津莫森睿自动化设备有限公司 | Novel conveyor belt |
CN204508066U (en) * | 2015-03-18 | 2015-07-29 | 兖州煤业股份有限公司 | Based on the electric coal load-transfer device of spring damper |
CN104988855A (en) * | 2015-06-17 | 2015-10-21 | 成都科创佳思科技有限公司 | Road warning windbreak |
-
2016
- 2016-06-23 CN CN201610461555.5A patent/CN106012856A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5415272A (en) * | 1993-12-02 | 1995-05-16 | Boschert; Raymond T. | Spring clip for live roller conveyor |
CN203345684U (en) * | 2013-05-22 | 2013-12-18 | 天津莫森睿自动化设备有限公司 | Novel conveyor belt |
CN103434791A (en) * | 2013-08-02 | 2013-12-11 | 陈学军 | Roller conveying device |
CN204508066U (en) * | 2015-03-18 | 2015-07-29 | 兖州煤业股份有限公司 | Based on the electric coal load-transfer device of spring damper |
CN104988855A (en) * | 2015-06-17 | 2015-10-21 | 成都科创佳思科技有限公司 | Road warning windbreak |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109779667A (en) * | 2019-03-27 | 2019-05-21 | 安徽省矿业机电装备有限责任公司 | The rolling mechanism for preventing extensible canopy from not blocking |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9834416B2 (en) | Support for supporting a person conveying device on a structure | |
CN203769280U (en) | Climbing inclination-prevention device of steel column cylinder frame alternate-support steel platform | |
CN202023360U (en) | Hydraulic climbing die plate for building construction | |
CN109281479B (en) | Slippage construction method of large-span chord-span arched steel structure truss | |
KR20090102182A (en) | Launching apparatus for moving girders forwardly for incremental launching method | |
CN104264999A (en) | Large roof grid structure assembling and installing method | |
CN202117247U (en) | Stairway capable of eliminating diagonal bracing effect | |
CN211058279U (en) | Overhanging type operation device for construction of super high-rise building | |
CN206769447U (en) | A kind of civil engineering support meanss | |
CN106012856A (en) | Movable roller for telescopic girder of prefabricated viaduct plate mounting equipment | |
CN204163298U (en) | A kind of antidetonation stair | |
CN102815606A (en) | Device for realizing operation of mobile tower crane on structural floor and construction method | |
CN104278803A (en) | Reinforced concrete stair sliding support | |
CN106351228A (en) | Adjustable supporting frame for demounting of reinforced concrete internal support of deep foundation pit | |
CN202988522U (en) | Earthquake prevention device for entablature of escalator or moving walkway | |
CN103343626A (en) | Method for mounting plate type steel net racks with T-shaped support net rack in sliding mode and T-shaped support net rack structure | |
CN213200946U (en) | Movable cement steel plate foundation | |
CN110104595B (en) | Lift is tailor to trees that security performance is high | |
CN203905514U (en) | Guard assembly for elevator shafts | |
MX2014010410A (en) | Method and apparatus for assembling field erected cooling tower frame. | |
CN207776399U (en) | A kind of construction platform for preventing from falling | |
CN101852032B (en) | Moveable shock-insulating building and moving method | |
RU2349532C2 (en) | Lifting system for performing maintenance of multistorey structures | |
CN206158136U (en) | But decorate facade construction mobile scaffold | |
JP2016204983A5 (en) |
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: 20161019 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. |
|
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |