CN205476582U - Bus rapid transit station boron steel frame integral translation device - Google Patents
Bus rapid transit station boron steel frame integral translation device Download PDFInfo
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- CN205476582U CN205476582U CN201620104552.1U CN201620104552U CN205476582U CN 205476582 U CN205476582 U CN 205476582U CN 201620104552 U CN201620104552 U CN 201620104552U CN 205476582 U CN205476582 U CN 205476582U
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- node
- steel frame
- boron steel
- box truss
- block
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Abstract
The utility model discloses a bus rapid transit station boron steel frame integral translation device has solved the station boron steel and has put up the problem that there is great difficulty in whole complete translation. Including whole stand boron steel frame (13), transport vechicle (1) and box truss (12) is hung entirely to unit matched stack formula hydraulic pressure, the upper end that boron steel frame (13) were stood to whole is provided with node L shape connecting block (15), it is through last node L shape connecting block connecting bolt (16) and the whole boron steel frame fixed connection that stands to go up node L shape connecting block (15), in fixed be provided with node encorbelment piece (14) in the top of box truss (12), go up the node encorbelment piece (14) and last node L appear connecting block (15) be through last node encorbelment a connecting bolt (17) be connected, the three dimensions's between boron steel frame and the box truss the flexonics of wholly standing guaranteed whole stand the boron steel frame joined in marriage by the unique tuple formula hydraulic pressure when hanging the transport vechicle entirely and lifting by crane the whole of glass and steelframe complete, the steady transportation of whole steelframe has been realized.
Description
Technical field
The present invention relates to a kind of large-scale steelframe integral translation device, particularly to station boron steel frame integral translation device and the method for translation thereof at a kind of bus rapid transit station.
Background technology
Being provided with the overall station canopy of steel frame construction at bus rapid transit station, be inlaid with implosion guard in steelframe, canopy of standing is generally up to nearly hundred meters, width and height and all reaches several meters, and for single eaves overhanging steel structure, overall weight reaches ton up to a hundred.In metro station construction, owing to the overall station canopy on ground interferes with main structure of subway station, need entirety station canopy is translated hundreds of meters.In translation motion, it is ensured that canopy overall structure of standing is not damaged, and ensure the safety of workmen in translation motion and surrounding enviroment are not constituted impact.Existing conveying arrangement cannot complete to the hugest structures intact translate the task of hundreds of meter, to be particularly integrally fixed on conveying arrangement, and the bigger difficulty of existence is completely installed with moving to target smoothly.
Summary of the invention
The invention provides a kind of station, bus rapid transit station boron steel frame integral translation device, solve station boron steel frame entirety full translational and there is the technical problem of bigger difficulty.
The present invention is to solve above technical problem by the following technical programs:
nullA kind of station, bus rapid transit station boron steel frame integral translation device，Including overall station boron steel frame 13、Unit assembly type hydraulic pressure hangs transport vehicle 1 and box truss 12 entirely，Entirely hang at unit assembly type hydraulic pressure and in transport vehicle 1, be provided with cargo bed 2，Sweep side plate 3 all it is fixedly installed in the both sides of cargo bed 2，A pair box truss base longerons 4 and box truss base cross members 5 constitute the base of box truss，It is fixedly welded with box truss 12 on the base，Box truss 12 activity with base is placed in cargo bed 2，It is welded with inverted L-shaped bracket 9 in the outside of box truss base longerons 4，The cargo bed 2 of the inner side of box truss base longerons 4 is welded with fixing bracket 7，Box truss base cross members 5 is provided with channel-section steel pressing plate 6，It is provided with interior split bolt 8 between the medial extremity and fixing bracket 7 of channel-section steel pressing plate 6，It is provided with outer split bolt 10 between the outboard end and inverted L-shaped bracket 9 of channel-section steel pressing plate 6，Between inverted L-shaped bracket 9 and sweep side plate 3, it is provided with inverted L-shaped bracket fixes bolt 11；The upper end of overall station boron steel frame 13 is provided with node L-shaped contiguous block 15, upper node L-shaped contiguous block 15 is to be fixed together with overall station boron steel frame 13 by upper node L-shaped contiguous block connecting bolt 16, it is fixedly installed node to encorbelment block 14 on the top of box truss 12, encorbelment block 14 and upper node L-shaped contiguous block 15 of upper node is to be linked together by upper node block connecting bolt 17 of encorbelmenting, it is fixedly installed lower node to encorbelment block 18 in the bottom of box truss 12, the bottom of overall station boron steel frame 13 is provided with lower node contiguous block 20, encorbelment at lower node contiguous block 20 and lower node and be provided with lower node between block 18 and encorbelment block connecting bolt 19.
Box truss base cross members 5 is provided with balancing weight, in order to balanced station boron steel frame 13, it is ensured that unit assembly type hydraulic pressure hangs the balance of transport vehicle 1 entirely.
A kind of station, bus rapid transit station boron steel frame integral translating method, comprises the following steps:
nullThe first step、Choose the length a pair box truss base longerons 4 more than entirety station boron steel frame 13，The base of box truss is constituted at a pair box truss base longerons 4 and box truss base cross members 5，Fix welding box-shaped truss 12 on the base，In the welding of the upper end, left side of box truss 12, node is encorbelmented block 14，On upper node encorbelments block 14, process node encorbelment the cross-under strip hole of block connecting bolt 17，In the lower end, left side of box truss 12, welding lower node is encorbelmented block 18，On lower node encorbelments block 18, process lower node encorbelment the cross-under strip hole of block connecting bolt 19，Inverted L-shaped bracket 9 is welded in the lower end, right side of box truss 12，The top board of inverted L-shaped bracket 9 processes the cross-under strip hole of outer split bolt 10，The side plate of inverted L-shaped bracket 9 processes inverted L-shaped bracket and fixes the cross-under strip hole of bolt 11；
Second step, entirely hang at unit assembly type hydraulic pressure and in the cargo bed 2 of transport vehicle 1, be welded and fixed bracket 7, fixing bracket 7 processes the cross-under strip hole of interior split bolt 8；
3rd step, box truss 12 is lifted into unit assembly type hydraulic pressure entirely hangs in the cargo bed 2 of transport vehicle 1, placing trough keeper plate of steel 6 in box truss base cross members 5, split bolt 8 in installing between the medial extremity and fixing bracket 7 of channel-section steel pressing plate 6, installs outer split bolt 10 between the outboard end and inverted L-shaped bracket 9 of channel-section steel pressing plate 6；
4th step, the upper end, right side of entirety station boron steel frame 13 by node L-shaped contiguous block connecting bolt 16 be fixed together with upper node L-shaped contiguous block 15, upper node L-shaped contiguous block 15 processes node encorbelment the cross-under strip hole of block connecting bolt 17, weld lower node contiguous block 20 in the lower end, right side of entirety station boron steel frame 13, lower node contiguous block 20 processes lower node and encorbelments the cross-under strip hole of block connecting bolt 19；
5th step, the unit assembly type hydraulic pressure being loaded with box truss 12 is hung transport vehicle 1 entirely travel the right side to entirety station boron steel frame 13, node L-shaped contiguous block 15 block 14 of encorbelmenting with upper node is made to align, and make lower node block 18 of encorbelmenting align with lower node contiguous block 20, in cross-under, node encorbelments block connecting bolt 17 and lower node is encorbelmented block connecting bolt 19, and fixation respectively；
6th step, the bottom of boron steel frame 13 of entirety being stood and separate platform, the loading platform making unit assembly type hydraulic pressure entirely hang transport vehicle 1 rises；
7th step, start unit assembly type hydraulic pressure hang transport vehicle 1 entirely, boron steel frame 13 of entirety being stood transports treats holding position, the loading platform making unit assembly type hydraulic pressure entirely hang transport vehicle 1 declines, entirety the stood bottom of boron steel frame 13 is fixed together with new platform, in dismounting, node encorbelments block connecting bolt 17 and lower node is encorbelmented block connecting bolt 19, completes overall station boron steel frame 13 and translates.
The invention provides a kind of integral translating method simple, practical, safe and reliable to large glass curtain steel construction frame, saved cost, it is ensured that the safety of the complete peace transfer fortune of whole glass curtain steel construction frame, there is good social benefit.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
Fig. 2 is partial enlarged drawing at the A in Fig. 1；
Fig. 3 is partial enlarged drawing at the B in Fig. 1；
Fig. 4 is the attachment structure schematic diagram that unit assembly type hydraulic pressure hangs between the base of transport vehicle 1 and box truss entirely；
Fig. 5 is the attachment structure schematic diagram between the inverted L-shaped bracket 9 of the present invention and the base of box truss；
Fig. 6 is the present invention structural representation when mobile station, bus rapid transit station boron steel frame.
Detailed description of the invention
The present invention is described in detail below in conjunction with the accompanying drawings:
nullA kind of station, bus rapid transit station boron steel frame integral translation device，Including overall station boron steel frame 13、Unit assembly type hydraulic pressure hangs transport vehicle 1 and box truss 12 entirely，Entirely hang at unit assembly type hydraulic pressure and in transport vehicle 1, be provided with cargo bed 2，Sweep side plate 3 all it is fixedly installed in the both sides of cargo bed 2，A pair box truss base longerons 4 and box truss base cross members 5 constitute the base of box truss，It is fixedly welded with box truss 12 on the base，Box truss 12 activity with base is placed in cargo bed 2，It is welded with inverted L-shaped bracket 9 in the outside of box truss base longerons 4，The cargo bed 2 of the inner side of box truss base longerons 4 is welded with fixing bracket 7，Box truss base cross members 5 is provided with channel-section steel pressing plate 6，It is provided with interior split bolt 8 between the medial extremity and fixing bracket 7 of channel-section steel pressing plate 6，It is provided with outer split bolt 10 between the outboard end and inverted L-shaped bracket 9 of channel-section steel pressing plate 6，Between inverted L-shaped bracket 9 and sweep side plate 3, it is provided with inverted L-shaped bracket fixes bolt 11；The upper end of overall station boron steel frame 13 is provided with node L-shaped contiguous block 15, upper node L-shaped contiguous block 15 is to be fixed together with overall station boron steel frame 13 by upper node L-shaped contiguous block connecting bolt 16, it is fixedly installed node to encorbelment block 14 on the top of box truss 12, encorbelment block 14 and upper node L-shaped contiguous block 15 of upper node is to be linked together by upper node block connecting bolt 17 of encorbelmenting, it is fixedly installed lower node to encorbelment block 18 in the bottom of box truss 12, the bottom of overall station boron steel frame 13 is provided with lower node contiguous block 20, encorbelment at lower node contiguous block 20 and lower node and be provided with lower node between block 18 and encorbelment block connecting bolt 19.
Box truss base cross members 5 is provided with balancing weight.The present invention uses side hanging to deliver, and belongs to off normal load.Two lateral deviation load percentage are about 2: 1, and maximum (vertically) axle in load-bearing side bears 9.68 tons.Off normal load causes full trailor table top to tilt by hydraulic system leveling.
A kind of station, bus rapid transit station boron steel frame integral translating method, comprises the following steps:
nullThe first step、Choose the length a pair box truss base longerons 4 more than entirety station boron steel frame 13，The base of box truss is constituted at a pair box truss base longerons 4 and box truss base cross members 5，Fix welding box-shaped truss 12 on the base，In the welding of the upper end, left side of box truss 12, node is encorbelmented block 14，On upper node encorbelments block 14, process node encorbelment the cross-under strip hole of block connecting bolt 17，In the lower end, left side of box truss 12, welding lower node is encorbelmented block 18，On lower node encorbelments block 18, process lower node encorbelment the cross-under strip hole of block connecting bolt 19，Inverted L-shaped bracket 9 is welded in the lower end, right side of box truss 12，The top board of inverted L-shaped bracket 9 processes the cross-under strip hole of outer split bolt 10，The side plate of inverted L-shaped bracket 9 processes inverted L-shaped bracket and fixes the cross-under strip hole of bolt 11；
Second step, entirely hang at unit assembly type hydraulic pressure and in the cargo bed 2 of transport vehicle 1, be welded and fixed bracket 7, fixing bracket 7 processes the cross-under strip hole of interior split bolt 8；
3rd step, box truss 12 is lifted into unit assembly type hydraulic pressure entirely hangs in the cargo bed 2 of transport vehicle 1, placing trough keeper plate of steel 6 in box truss base cross members 5, split bolt 8 in installing between the medial extremity and fixing bracket 7 of channel-section steel pressing plate 6, installs outer split bolt 10 between the outboard end and inverted L-shaped bracket 9 of channel-section steel pressing plate 6；
4th step, the upper end, right side of entirety station boron steel frame 13 by node L-shaped contiguous block connecting bolt 16 be fixed together with upper node L-shaped contiguous block 15, upper node L-shaped contiguous block 15 processes node encorbelment the cross-under strip hole of block connecting bolt 17, weld lower node contiguous block 20 in the lower end, right side of entirety station boron steel frame 13, lower node contiguous block 20 processes lower node and encorbelments the cross-under strip hole of block connecting bolt 19；
5th step, the unit assembly type hydraulic pressure being loaded with box truss 12 is hung transport vehicle 1 entirely travel the right side to entirety station boron steel frame 13, node L-shaped contiguous block 15 block 14 of encorbelmenting with upper node is made to align, and make lower node block 18 of encorbelmenting align with lower node contiguous block 20, in cross-under, node encorbelments block connecting bolt 17 and lower node is encorbelmented block connecting bolt 19, and fixation respectively；
6th step, the bottom of boron steel frame 13 of entirety being stood and separate platform, the loading platform making unit assembly type hydraulic pressure entirely hang transport vehicle 1 rises；
7th step, start unit assembly type hydraulic pressure hang transport vehicle 1 entirely, boron steel frame 13 of entirety being stood transports treats holding position, the loading platform making unit assembly type hydraulic pressure entirely hang transport vehicle 1 declines, entirety the stood bottom of boron steel frame 13 is fixed together with new platform, in dismounting, node encorbelments block connecting bolt 17 and lower node is encorbelmented block connecting bolt 19, completes overall station boron steel frame 13 and translates.
The technical difficulty point of the present invention and safe main controlled node mainly have: box truss manufactures, box truss and unit assembly type hydraulic pressure hang transport vehicle assembling entirely, overall station boron steel frame is the most fixing with box truss to be connected, tearing shifting open and reinstall a station boron steel frame heel foundation axis relative positional accuracy, unit assembly type hydraulic pressure hangs transport vehicle smooth-ride and good mechanical state of the art entirely.The carelessness of any link of overall process all will directly affect the smooth enforcement of station canopy bulk migration, even lead to the accident that cannot retrieve.The present invention install between the medial extremity and fixing bracket 7 of channel-section steel pressing plate 6 in split bolt 8, outer split bolt 10 is installed between the outboard end and inverted L-shaped bracket 9 of channel-section steel pressing plate 6, unit assembly type hydraulic pressure is hung entirely together with transport vehicle 1 is tightly attached to the base of box truss, and it being equipped with balancing weight, it is ensured that unit assembly type hydraulic pressure hangs the transport vehicle 1 balance in transportation entirely.Upper node L-shaped contiguous block 15 processes node encorbelment the cross-under strip hole of block connecting bolt 17, box truss 12 is made to realize the combination flexibly connected on left and right horizontal direction when being connected with overall station boron steel frame 13, the upper end, right side of entirety station boron steel frame 13 by the cross-under strip hole of node L-shaped contiguous block connecting bolt 16, make box truss 12 realize the combination flexibly connected in the vertical direction when being connected with overall station boron steel frame 13 also by upper node L-shaped contiguous block 15；In the welding of the upper end, left side of box truss 12 node encorbelment block 14 encorbelmented block by stationary nodes and laterally attached piece form, it is provided with strip hole on stationary nodes encorbelments block and laterally attached piece, stationary nodes encorbelment block and laterally attached piece linked together by connecting bolt, this strip hole makes box truss 12 realize the combination flexibly connected in the longitudinal direction when being connected with overall station boron steel frame 13, three-dimensional between above overall station boron steel frame 13 and box truss 12 flexibly connects and ensure that overall station boron steel frame 13 hangs the overall complete of glass and steelframe when transport vehicle 1 is lifted by crane entirely at coverlet unit assembly type hydraulic pressure, achieve the smooth transport of overall steelframe.
Claims (2)
- null1. station, bus rapid transit station boron steel frame integral translation device，Including overall station boron steel frame (13)、Unit assembly type hydraulic pressure hangs transport vehicle (1) and box truss (12) entirely，Entirely hang at unit assembly type hydraulic pressure and in transport vehicle (1), be provided with cargo bed (2)，Sweep side plate (3) all it is fixedly installed in the both sides of cargo bed (2)，Box truss base longerons (4) links together with box truss base cross members (5)，The base of composition box truss，It is fixedly welded with box truss (12) on the base，Box truss (12) activity with base is placed in cargo bed (2)，It is characterized in that，It is welded with inverted L-shaped bracket (9) in the outside of box truss base longerons (4)，The cargo bed (2) of the inner side of box truss base longerons (4) is welded with fixing bracket (7)，Box truss base cross members (5) is provided with channel-section steel pressing plate (6)，It is provided with interior split bolt (8) between the medial extremity and fixing bracket (7) of channel-section steel pressing plate (6)，It is provided with outer split bolt (10) between the outboard end and inverted L-shaped bracket (9) of channel-section steel pressing plate (6)，Between inverted L-shaped bracket (9) and sweep side plate (3), it is provided with inverted L-shaped bracket fixes bolt (11)；The upper end of overall station boron steel frame (13) is provided with node L-shaped contiguous block (15), upper node L-shaped contiguous block (15) is fixed together with overall station boron steel frame (13) by upper node L-shaped contiguous block connecting bolt (16), it is fixedly installed upper node to encorbelment block (14) on the top of box truss (12), encorbelment block (14) and upper node L-shaped contiguous block (15) of upper node is linked together by upper node block connecting bolt (17) of encorbelmenting, it is fixedly installed lower node to encorbelment block (18) in the bottom of box truss (12), the bottom of overall station boron steel frame (13) is provided with lower node contiguous block (20), encorbelment at lower node contiguous block (20) and lower node and be provided with lower node between block (18) and encorbelment block connecting bolt (19).
- A kind of station, bus rapid transit station the most according to claim 1 boron steel frame integral translation device, it is characterised in that be provided with balancing weight in box truss base cross members (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620104552.1U CN205476582U (en) | 2016-02-02 | 2016-02-02 | Bus rapid transit station boron steel frame integral translation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620104552.1U CN205476582U (en) | 2016-02-02 | 2016-02-02 | Bus rapid transit station boron steel frame integral translation device |
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| CN205476582U true CN205476582U (en) | 2016-08-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620104552.1U Withdrawn - After Issue CN205476582U (en) | 2016-02-02 | 2016-02-02 | Bus rapid transit station boron steel frame integral translation device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105545008A (en) * | 2016-02-02 | 2016-05-04 | 中铁十九局集团轨道交通工程有限公司 | Overall translation device and method for bus rapid transit station shed steel frame |
| CN107450533A (en) * | 2017-07-06 | 2017-12-08 | 杭叉集团股份有限公司 | A kind of storage center intelligently carries AGV dollies |
| CN108360857A (en) * | 2018-03-19 | 2018-08-03 | 宁夏凤凰城智能制造有限公司 | A kind of movable type molding assembly workshop construction method |
-
2016
- 2016-02-02 CN CN201620104552.1U patent/CN205476582U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105545008A (en) * | 2016-02-02 | 2016-05-04 | 中铁十九局集团轨道交通工程有限公司 | Overall translation device and method for bus rapid transit station shed steel frame |
| CN107450533A (en) * | 2017-07-06 | 2017-12-08 | 杭叉集团股份有限公司 | A kind of storage center intelligently carries AGV dollies |
| CN108360857A (en) * | 2018-03-19 | 2018-08-03 | 宁夏凤凰城智能制造有限公司 | A kind of movable type molding assembly workshop construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160817 Effective date of abandoning: 20170616 |