CN213952287U - Truss vehicle device for reconstruction and extension construction of existing overhead operation subway station - Google Patents
Truss vehicle device for reconstruction and extension construction of existing overhead operation subway station Download PDFInfo
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- CN213952287U CN213952287U CN202022940618.XU CN202022940618U CN213952287U CN 213952287 U CN213952287 U CN 213952287U CN 202022940618 U CN202022940618 U CN 202022940618U CN 213952287 U CN213952287 U CN 213952287U
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Abstract
The utility model discloses a purlin car device that is used for existing overhead operation subway station to rebuild extension construction, include: the beam is horizontally arranged; the upright columns are arranged at two ends of the cross beam, and the top ends of the upright columns are connected with the end parts of the cross beam; the walking mechanism is arranged at the bottom end of the upright post; the protective shed is arranged on the cross beam; the supporting jig frame is arranged on the upper top surface of the protective shed; the oblique reinforcing plate is arranged between the upright post and the cross beam; the protective shed is used for carrying out top protection on the portal frame truss vehicle. This purlin car can be under the circumstances of guaranteeing the subway normal operation and be under construction to it is less to have the construction degree of difficulty, and construction cycle obtains shortening, and the cost can save advantages such as.
Description
Technical Field
The utility model relates to a purlin car device that is used for existing overhead operation subway station to reform transform extension construction belongs to overhead operation subway and reforms transform technical field.
Background
The subway is a rapid, large-traffic and electric power traction rail transit built in cities. The train runs on a totally closed line, the line located in the central urban area is basically arranged in the underground tunnel, and the line outside the central urban area is generally arranged on a viaduct or the ground. The subway is an urban rail transit system which covers various underground and overground roadways of urban areas, is special in right of way, high in density and high in traffic volume.
Along with the continuous expansion of subway traffic network, the passenger flow attracted by the subway is increased day by day, a subway line is newly designed beside an original overhead operation subway station, the conditions of transfer by the overhead operation subway station are more and more, the impact of the transfer passenger flow aggravates the influence of insufficient scale of the original overhead operation subway station, and the scale of part of stations needs to be expanded urgently to improve the service level.
The elevated multi-layer island type station is a station structure of an elevated operation subway station, the main structure of the elevated multi-layer island type station comprises a foundation column, a subway platform and a canopy, wherein the subway platform is arranged on the foundation column, the canopy is arched and is erected on the subway platform, a platform is arranged at the middle part of the subway platform, subway rails are arranged on two sides of the platform, and passengers are driven by the subways passing in and out of the platform.
The extension of overhead multilayer island formula station is reformed transform, need demolish existing canopy to two side formula platforms are newly-built in the both sides of subway rail, in order to improve passenger's transfer efficiency, new canopy will be set up above existing subway platform and the newly-built side formula platform simultaneously. However, at present, for the reconstruction of the existing overhead operation subway station, the available technical means are very limited, and particularly for the extension and reconstruction of the overhead multi-layer island type station in operation, how to realize the extension and reconstruction under the condition of ensuring the normal operation of the subway station is almost not available with any reference technical means. In addition, the difficult problems of large construction difficulty, long construction period, high construction cost and the like exist in the transformation of subway stations.
SUMMERY OF THE UTILITY MODEL
Based on the above, the utility model provides a purlin car device that is used for existing overhead operation subway station to rebuild the extension construction can slide the construction outside existing overhead operation subway station to solve the not enough that prior art exists.
The technical scheme of the utility model is that: a truss car device that is used for existing overhead operation subway station to rebuild and expand construction, wherein, the truss car includes:
the beam is horizontally arranged;
the upright columns are arranged at two ends of the cross beam, and the top ends of the upright columns are connected with the end parts of the cross beam;
the walking mechanism is arranged at the bottom end of the upright post;
the protective shed is arranged on the cross beam;
the supporting jig frame is arranged on the upper top surface of the protective shed;
the oblique reinforcing plate is arranged between the upright post and the cross beam;
the protective shed is used for carrying out top protection on the portal frame truss vehicle.
In one example, the method further comprises the following steps:
and the hoisting mechanism is arranged on the inner top surface of the portal frame truss car.
In one example, the hoisting mechanism comprises:
the hanging rail is arranged on the inner top surface of the portal frame truss vehicle;
the electric hoist is arranged on the hanging rail in a matched mode and used for hanging and moving the old canopy dismantling unit block;
wherein, the electric block can move along the hanging track.
In one example, the existing elevated operation subway station comprises an existing foundation column, an existing subway platform and an existing canopy, wherein the existing subway platform is arranged on the existing foundation column, the existing canopy is erected on the existing subway platform, an existing platform is arranged in the middle of the existing subway platform, and subway rails are arranged on two sides of the existing platform;
the distance between the upright columns on the two sides of the portal frame truss vehicle is greater than the distance between the edges on the two sides of the subway rail, and the height of the portal frame truss vehicle is greater than that of the existing canopy.
In one example, the side of the portal frame truss vehicle is also provided with a protective shed.
The utility model has the advantages that: firstly, the purlin car device can regard as interim protection canopy, will build canopy newly and keep apart with subway operation area, and then guarantee the security of construction. Secondly, the truss vehicle device can convey all canopy assembly unit blocks of the newly-built canopy to the top of the subway platform quickly for assembly, and then the assembly efficiency of the newly-built canopy is improved. Thirdly, the truss vehicle device can slide the detached existing canopy section out of the extension supporting platform in a segmented and rapid mode, and the canopy section is integrally hoisted out of the subway rail to be disassembled and disassembled in a fine mode, and therefore the detaching efficiency of the existing canopy is improved. Fourthly, this purlin car device can be under the circumstances of guaranteeing the subway normal operation and be under the construction to it is less to have the construction degree of difficulty, and construction cycle obtains shortening, and the cost can save advantages such as.
Drawings
Fig. 1 is a schematic structural diagram of an existing overhead operation subway station;
FIG. 2 is an elevational view of the truss apparatus;
FIG. 3 is a side view of the truss apparatus;
FIG. 4 is an elevation view of a truss car apparatus on an existing elevated operating subway station;
FIG. 5 is a side view of a truss apparatus on an existing elevated operating subway station;
description of reference numerals:
10 existing elevated operation subway station
11 existing foundation columns, 12 existing subway platforms and 13 existing rainsheds;
20 truss vehicle device
21 cross beams, 22 upright columns, 23 traveling mechanisms, 24 protective sheds, 25 hoisting mechanisms, 26 supporting jig frames and 27 oblique reinforcing plates;
251 a hanging rail, 252 an electric hoist;
30 extending the support platform;
40, building a new canopy;
50 newly-built side platform
One 51-side platform section and one 52-side platform section.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. The present invention can be embodied in many different forms other than those specifically described herein, and it will be apparent to those skilled in the art that similar modifications can be made without departing from the spirit and scope of the invention, and it is therefore not to be limited to the specific embodiments disclosed below.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1, an existing elevated operation subway station 10 includes an existing foundation column 11, an existing subway platform 12 and an existing canopy 13, wherein the existing subway platform 12 is disposed on the existing foundation column 11, the existing canopy 13 is arched and is erected on the existing subway platform 12, an existing platform is disposed in the middle of the existing subway platform 12, subway rails are disposed on two sides of the existing platform, and passengers enter and exit subways on two sides from the platform during operation.
Referring to fig. 2 to 5, a truss vehicle device for reconstruction and extension construction of an existing elevated subway station according to an embodiment of the present invention includes a beam 21, a column 22, a walking mechanism 23, and a protective shed 24.
A number of cross beams 21 are arranged horizontally to form a roof structure. A plurality of columns 22 are installed at both ends of the cross member 21, and the top ends of the columns 22 are connected to the ends of the cross member 21 to support the cross member 21. The running mechanism 23 is installed at the bottom end of the upright column 22, and the running mechanism 23 is used for driving the whole movement of the truss device 20. The shelter 24 is mounted on the beam 21. Through the structure, the plurality of cross beams 21, the upright columns 22 and the traveling mechanism 23 jointly form the portal frame truss vehicle with the preset length, and the protective shed 24 is used for carrying out upward protection on the portal frame truss vehicle. The running gear 23 can be a running carriage of a conventional girder vehicle.
This truss car device 20 still includes hoisting machine 25, and hoisting machine 25 installs on the interior top surface of portal frame truss car. Specifically, the hoisting mechanism 25 comprises a hanging rail 251 and an electric hoist 252, wherein the hanging rail 251 is installed on the inner top surface of the portal frame truss vehicle; the electric hoist 252 is installed on the hanging rail 251 in a matching manner, the electric hoist 252 can move along the hanging rail 251, and the electric hoist 252 is used for hanging and moving old canopy dismantling unit blocks. In one example, two hanging rails 251 are provided, which are respectively disposed on both sides of the inner top of the portal frame girder vehicle and are disposed along the length direction of the portal frame girder vehicle.
In the portal frame truss vehicle, the distance between the upright columns 22 at two sides is greater than the distance between the edges at two sides of the subway rail, and the height of the portal frame truss vehicle is greater than that of the existing canopy 13. It should be noted that the transverse distance of the portal frame truss should be slightly less than the distance between the two sides of the newly built canopy 40, and the height should be slightly less than the height of the newly built canopy 40
In one example, the main structure of the station of the existing elevated operation subway station 10 has a height of 21 meters, a width of 17.7m, a length of 120m, and a single width of 21m, a length of 12m, and a height of 8.2m for the portal frame truss.
The truss device 20 further comprises an oblique reinforcing plate 27, and the oblique reinforcing plate 27 is installed between the upright post 22 and the cross beam 21 so as to improve the structural strength of the whole truss device 20.
In the truss vehicle device 20, a support jig 26 is provided on the upper ceiling surface of the protection shed 24, and the support jig 26 is used for supporting a new canopy assembly unit block.
In this purlin car device 20, also be equipped with protection canopy 24 in portal frame purlin car's side, so purlin car device 20 all has protection canopy 24 in side and the top surface about, can make portal frame purlin car device form a relatively confined whole, and then improve the protective effect.
The construction method for installing the new canopy on the existing elevated operation subway station 10 by adopting the truss device 20 comprises the following steps: firstly, newly building two side type platform sections 51 at two sides of an existing subway platform 12, extending the side type platform sections 51 to a preset distance outside an existing canopy 13, then building 4 extension supporting platforms 30 outside the existing elevated operation subway along the direction of a subway rail, connecting the extension supporting platforms 30 with the side type platform sections 51, and installing walking tracks on the extension supporting platforms 30 and the side type platform sections 51; the truss vehicle device 20 is hung on an extension supporting platform 30 and is arranged on a traveling track; the new canopy assembling unit blocks are hung on the truss vehicle device 20, the truss vehicle device 20 is moved to a predetermined position, and the canopy assembling unit blocks are assembled to form a new canopy 40.
It should be noted that the aforementioned canopy assembly unit block refers to a plurality of unit blocks into which the new canopy is divided, each unit block is placed on one truss vehicle device 20, and the canopy assembly unit blocks above the subway rail are sequentially slid section by the plurality of truss vehicle devices 20 to a predetermined position for assembling.
In addition, when hoisting each canopy assembly unit block, can place each canopy assembly unit block on the support bed-jig 26 on protection canopy 24, through adjusting each position and the height of supporting the bed-jig 26, so that each canopy assembly unit block is put into the position of assembling in advance, in order to improve the packaging efficiency of new canopy.
The construction method for removing the existing canopy 13 on the existing elevated operation subway station 10 by adopting the truss device 20 is as follows: firstly, a lamp bracket support is built on an existing platform, and a moving lighting lamp, a guide mark, weak current system terminal equipment, a power distribution line pipe and other equipment are moved to the lamp bracket support by a steel truss of an existing canopy 13; then, the existing canopy 13 is split into canopy splitting unit blocks, for example, roof tiles and connection rods between the existing canopy 13 hoisting sections are manually removed, then the truss device 20 is used for hoisting the sections, specifically, the canopy splitting unit blocks are hoisted and fixed at corresponding positions of the door type truss device 20, finally the canopy splitting unit blocks travel to the extension supporting platform 30, and the truss device 20 is integrally hoisted to the ground by a 400t crawler crane for construction in a split mode. Specifically, when each segment is hoisted, the hoisting position can be adjusted through the hoisting track 251 and the electric hoist 252.
After the existing canopy 13 is removed, the construction of the second section 52 of the side platform can be completed inside the first section 51 of the side platform, thereby forming a newly-built side platform 50 to enlarge the platform scale and improve the service level.
This truss device 20 is used for the reconstruction extension construction of existing overhead operation subway station 10, has following advantage: firstly, the truss device 20 can be as interim protection canopy 24, keeps apart newly-built canopy 40 and subway operation district, and then guarantees the security of construction. Secondly, the truss device 20 can rapidly convey all canopy assembly unit blocks of the newly-built canopy 40 to the upper side of the subway platform for assembly, and further improve the assembly efficiency of the newly-built canopy 40. Thirdly, the truss vehicle device 20 can quickly slide the removed existing canopy 13 section to the outside of the extension supporting platform 30 in a subsection mode, and integrally lift the canopy to the outside of the subway rail for disassembly and fine removal, and therefore the removing efficiency of the existing canopy 13 is improved. Fourthly, this purlin car device 20 can be under the circumstances of guaranteeing the subway normal operation and be under the construction to it is less to have the construction degree of difficulty, and construction cycle obtains shortening, and the cost can be saved etc. advantage.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.
Claims (5)
1. A truss car device for reconstruction and extension construction of an existing elevated operation subway station, wherein the truss car device (20) comprises:
a cross beam (21) arranged horizontally;
the upright columns (22) are arranged at two ends of the cross beam (21), and the top ends of the upright columns (22) are connected with the end parts of the cross beam (21);
a running mechanism (23) arranged at the bottom end of the upright column (22);
a protective shed (24) arranged on the cross beam (21);
the supporting jig frame (26) is arranged on the upper top surface of the protective shed (24);
an oblique reinforcing plate (27) provided between the column (22) and the cross member (21);
the plurality of cross beams (21), the upright columns (22) and the traveling mechanism (23) jointly form a portal frame truss vehicle with a preset length, and the protective shed (24) is used for carrying out roof-climbing protection on the portal frame truss vehicle.
2. The truss apparatus of claim 1, further comprising:
and the hoisting mechanism (25) is arranged on the inner top surface of the portal frame truss car.
3. The truss apparatus as claimed in claim 2, wherein the hoisting mechanism (25) comprises:
a hanging rail (251) disposed on an interior top surface of the portal frame truss vehicle;
the electric hoist (252) is arranged on the hanging rail (251) in a matched mode, and the electric hoist (252) is used for hanging and moving old rainshed dismantling unit blocks;
wherein the electric hoist (252) is movable along the hanging rail (251).
4. The truss apparatus of claim 1, wherein,
the existing elevated operation subway station (10) comprises an existing foundation column (11), an existing subway platform (12) and an existing canopy (13), wherein the existing subway platform (12) is arranged on the existing foundation column (11), the existing canopy (13) is erected on the existing subway platform (12), the middle of the existing subway platform (12) is provided with an existing platform, and two sides of the existing platform are provided with subway rails;
the distance between the upright columns (22) on the two sides of the portal frame truss vehicle is larger than the distance between the edges on the two sides of the subway rail, and the height of the portal frame truss vehicle is larger than that of the existing canopy (13).
5. A truss vehicle arrangement as claimed in claim 1, wherein the side of the portal frame truss vehicle is also provided with shelters (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022940618.XU CN213952287U (en) | 2020-12-10 | 2020-12-10 | Truss vehicle device for reconstruction and extension construction of existing overhead operation subway station |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022940618.XU CN213952287U (en) | 2020-12-10 | 2020-12-10 | Truss vehicle device for reconstruction and extension construction of existing overhead operation subway station |
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| CN213952287U true CN213952287U (en) | 2021-08-13 |
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| CN202022940618.XU Active CN213952287U (en) | 2020-12-10 | 2020-12-10 | Truss vehicle device for reconstruction and extension construction of existing overhead operation subway station |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482595A (en) * | 2021-12-24 | 2022-05-13 | 中铁广州工程局集团有限公司 | Method for replacing low-height awning of existing business line |
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2020
- 2020-12-10 CN CN202022940618.XU patent/CN213952287U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482595A (en) * | 2021-12-24 | 2022-05-13 | 中铁广州工程局集团有限公司 | Method for replacing low-height awning of existing business line |
| CN114482595B (en) * | 2021-12-24 | 2023-04-28 | 中铁广州工程局集团有限公司 | Method for replacing awning with low height of existing business line |
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