CN205638490U - A portable platform truck that is used for subway station tread wind channel to pour - Google Patents

A portable platform truck that is used for subway station tread wind channel to pour Download PDF

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Publication number
CN205638490U
CN205638490U CN201620497419.7U CN201620497419U CN205638490U CN 205638490 U CN205638490 U CN 205638490U CN 201620497419 U CN201620497419 U CN 201620497419U CN 205638490 U CN205638490 U CN 205638490U
Authority
CN
China
Prior art keywords
wood
lumps
wind
subway station
poured
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
Application number
CN201620497419.7U
Other languages
Chinese (zh)
Inventor
胡德华
张述毕
付艳军
张世文
李焘
耶律根迪
刘才平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinohydro Bureau 14 Co Ltd
PowerChina Railway Construction Co Ltd
Original Assignee
Sinohydro Bureau 14 Co Ltd
PowerChina Railway Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sinohydro Bureau 14 Co Ltd, PowerChina Railway Construction Co Ltd filed Critical Sinohydro Bureau 14 Co Ltd
Priority to CN201620497419.7U priority Critical patent/CN205638490U/en
Application granted granted Critical
Publication of CN205638490U publication Critical patent/CN205638490U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a portable platform truck that is used for subway station tread wind channel to pour, including platform driving license of a plurality of festivals body, the side of the platform driving license body of first festival is equipped with the cat ladder, every section platform driving license body is including the floorbar, the floorbar upper end is connected with linking beam through the stand, connect through the crossbeam between the linking beam, it is fixed through connecting the channel -section steel between the stand, the crossbeam upper end is equipped with the lumps of wood, the lumps of wood is through first reinforcing bar and crossbeam welding, the crossbeam bottom is through the welding of first angle steel, the lumps of wood is equipped with the guardrail all around, the plywood has been laid to lumps of wood top, the floorbar lower extreme is equipped with the gyro wheel, the gyro wheel below is equipped with the track channel -section steel, be equipped with the track support between track channel -section steel and the bottom plate, connect through the connector link between the adjacent platform driving license body. The utility model discloses moving platform has saved the time of setting up the support, and the efficiency of construction is high, both can guarantee that the shield constructed the storage battery car and normally slags tap, and the time limit for a project is practiced thrift in the tread wind channel of can also being under construction simultaneously, ensures the construction progress.

Description

A kind of portable chassis poured for subway station rail road against the wind
Technical field
This utility model relates to a kind of portable chassis, specifically, relates to a kind of portable chassis poured for subway station rail road against the wind.
Background technology
In the subway tunnel gradually developed is built, usually use construction trolley and construct.Owing to metro station construction exists, the duration is tight, task weight, particularly shield launching station, originates station and slags tap due to shield and slag tap in electromobile AT STATION, and the interior rail road against the wind that causes standing uses routine to set up scaffold and cannot construct, and efficiency of construction is low.
Further, since size one-shot forming cannot be carried out adjusting after existing operation platform need to carry out on-the-spot processing welding assembly, and processed finished products, significantly waste the time of assembly welding process, extend the construction period.
Drawbacks described above, is worth solving.
Summary of the invention
In order to overcome the deficiency of existing technology, this utility model provides a kind of portable chassis poured for subway station rail road against the wind.
Technical solutions of the utility model are as described below:
A kind of portable chassis poured for subway station rail road against the wind, it is characterised in that include some joint chassis bodies,
Often saving described chassis body and include being positioned at the bottom girder of base plate both sides, described bottom girder upper end is connected with linking beam by three root posts, is connected by some crossbeams, be fixed by connection channel-section steel arranged in a crossed manner between described column between the described linking beam of both sides,
Described crossbeam upper end is equipped with the some lumps of wood, the described lumps of wood intersects with described beam vertical, and the described lumps of wood is blocked with described beam welding by the first reinforcing bar, described crossbeam bottom is welded to connect by the first angle steel, the described lumps of wood be formed around guardrail, the described lumps of wood is overlaid with plywood
Described bottom girder lower end is provided with roller, and described roller is the most corresponding with described column, is provided with track channel-section steel below described roller, being provided with track bearing between described track channel-section steel and described base plate, in the side near side wall, described track bearing is taper liner block, the described track bearing of opposite side is tie plate
Being connected by junction button between adjacent described chassis body, described junction button is u-shaped,
The side of the described chassis body of first segment is provided with cat ladder.
Further, described chassis body length is 5m, and the spacing between the described column that both sides are corresponding is 5.4m.
Further, described column and described bottom girder are Two bors d's oeuveres I-steel, described crossbeam and described linking beam and are single spelling I-steel.
Further, the described lumps of wood is 11, and the cross section of the described lumps of wood is the square of 100*100mm, and the spacing between adjacent two described lumps of wood is 50cm.
Further, the thickness of described plywood is 18mm.
Further, described guardrail includes that the second reinforcing bar of horizontally set and the second vertically arranged angle steel are constituted, and the height of described guardrail is 100cm.
Further, a diameter of 250mm of described roller, its steel plate using 3cm thick processes, and the wheel shaft of described roller is the round steel of diameter 30mm.
Further, the spacing between the described track bearing in two, left and right is 0.5m.
Further, described taper liner block is fixed in described base plate by bar planting.
Further, the width of described cat ladder is 672mm, and step pitch is 300mm.
According to this utility model of such scheme, it has the beneficial effects that,
Compared with this utility model and common landing stage of scaffold construction rail road against the wind, mobile platform eliminates the time setting up support, has constructed and has i.e. been movable to next section after one section, and efficiency of construction is high.
This utility model is gate posture Mobile steel platform, while construction rail road against the wind, bottom shield of can passing through is slagged tap electromobile, it does not interfere with each other, by using portable shaped steel door frame platform, both can ensure that shield electromobile was normally slagged tap, can also construct rail road against the wind simultaneously, save the duration, it is ensured that construction speed.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is side view of the present utility model;
Fig. 3 is the structural representation of first segment chassis body in this utility model;
Fig. 4 is the top view of first segment chassis body in this utility model;
Fig. 5 is the structural representation of second section chassis body in this utility model;
Fig. 6 is the top view of second section chassis body in this utility model;
Fig. 7 is the structural representation of junction button in this utility model;
Fig. 8 is the structural representation of roller in this utility model;
Fig. 9 is the structural representation of this utility model middle orbit bearing.
In the drawings, 11, column;12, bottom girder;13, linking beam;14, crossbeam;20, roller;21, wheel shaft;30, base plate;40, cat ladder;51, the first reinforcing bar;52, the second reinforcing bar;53, bar planting;61, the first angle steel;62, the second angle steel;71, channel-section steel is connected;72, track channel-section steel;81, the lumps of wood;82, plywood;83, taper liner block;84, tie plate;90, junction button.
Detailed description of the invention
Below in conjunction with the accompanying drawings and this utility model is conducted further description by embodiment:
As shown in figures 1 to 6, a kind of portable chassis poured for subway station rail road against the wind, including some joint chassis bodies, connected by junction button 90 between adjacent chassis body, chassis body length is 5m, and wherein, the side of first segment chassis body is provided with cat ladder 40, the width of cat ladder 40 is 672mm, and step pitch is 300mm.
Often joint chassis body includes the bottom girder 12 being positioned at base plate 30 both sides, bottom girder 12 upper end is connected with linking beam 13 by three root posts 11, connected by some crossbeams 14 between the linking beam 13 of both sides, being fixed by connection channel-section steel 71 arranged in a crossed manner between column 11, the spacing between the column 11 that both sides are corresponding is 5.4m.Column 11 and bottom girder 12 are Two bors d's oeuveres I-steel, crossbeam 14 and linking beam 13 and are single spelling I-steel.
Crossbeam 14 upper end is equipped with the some lumps of wood 81, the lumps of wood 81 and crossbeam 14 square crossing, it is preferred that the lumps of wood 81 is 11, and the cross section of the lumps of wood 81 is the square of 100*100mm, and the spacing between adjacent two lumps of wood 81 is 50cm.The lumps of wood 81 is welded with crossbeam 14 by the first reinforcing bar 51 and blocks, crossbeam 14 bottom is welded to connect by the first angle steel 61, the lumps of wood 81 be formed around guardrail, guardrail includes that the second reinforcing bar 52 of horizontally set and the second vertically arranged angle steel 62 are constituted, and the height of guardrail is 100cm.
The lumps of wood 81 is overlaid with plywood 82, and the thickness of plywood 82 is 18mm.
As it is shown in fig. 7, junction button 90 is u-shaped.
As shown in Figure 8, bottom girder 12 lower end is provided with roller 20, and roller 20 is corresponding with column about 11, a diameter of 250mm of roller 20, and it uses steel plate thick for 3cm to process, the round steel that wheel shaft 21 is diameter 30mm of roller 20.
As shown in Figure 9, track channel-section steel 72 it is provided with below roller 20, track bearing it is provided with between track channel-section steel 72 and base plate 30, in the side near side wall, track bearing is taper liner block 83, taper liner block 82 is fixed in base plate 30 by planting 53, and the track bearing of opposite side is tie plate 84, and the spacing between the track bearing of two, left and right is 0.5m.
It should be appreciated that for those of ordinary skills, can be improved according to the above description or be converted, and all these modifications and variations all should be belonged to the protection domain of this utility model claims.
Above in conjunction with accompanying drawing, this utility model patent is carried out exemplary description; obviously the realization of this utility model patent is not subject to the restrictions described above; if the various improvement that the method design that have employed this utility model patent is carried out with technical scheme; or the most improved design by this utility model patent and technical scheme directly apply to other occasion, all in protection domain of the present utility model.

Claims (10)

1. the portable chassis poured for subway station rail road against the wind, it is characterised in that include some joint chassis bodies,
Often saving described chassis body and include being positioned at the bottom girder of base plate both sides, described bottom girder upper end is connected with linking beam by three root posts, is connected by some crossbeams, be fixed by connection channel-section steel arranged in a crossed manner between described column between the described linking beam of both sides,
Described crossbeam upper end is equipped with the some lumps of wood, the described lumps of wood intersects with described beam vertical, and the described lumps of wood is blocked with described beam welding by the first reinforcing bar, described crossbeam bottom is welded to connect by the first angle steel, the described lumps of wood be formed around guardrail, the described lumps of wood is overlaid with plywood
Described bottom girder lower end is provided with roller, and described roller is the most corresponding with described column, is provided with track channel-section steel below described roller, being provided with track bearing between described track channel-section steel and described base plate, in the side near side wall, described track bearing is taper liner block, the described track bearing of opposite side is tie plate
Being connected by junction button between adjacent described chassis body, described junction button is u-shaped,
The side of the described chassis body of first segment is provided with cat ladder.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that described chassis body length is 5m, the spacing between the described column that both sides are corresponding is 5.4m.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that described column and described bottom girder are Two bors d's oeuveres I-steel, described crossbeam and described linking beam and are single spelling I-steel.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that the described lumps of wood is 11, the cross section of the described lumps of wood is the square of 100*100mm, and the spacing between adjacent two described lumps of wood is 50cm.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that the thickness of described plywood is 18mm.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that described guardrail includes that the second reinforcing bar of horizontally set and the second vertically arranged angle steel are constituted, and the height of described guardrail is 100cm.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that a diameter of 250mm of described roller, its steel plate using 3cm thick processes, and the wheel shaft of described roller is the round steel of diameter 30mm.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that the spacing between the described track bearing in two, left and right is 0.5m.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that described taper liner block is fixed in described base plate by bar planting.
The portable chassis poured for subway station rail road against the wind the most according to claim 1, it is characterised in that the width of described cat ladder is 672mm, step pitch is 300mm.
CN201620497419.7U 2016-05-26 2016-05-26 A portable platform truck that is used for subway station tread wind channel to pour Expired - Fee Related CN205638490U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620497419.7U CN205638490U (en) 2016-05-26 2016-05-26 A portable platform truck that is used for subway station tread wind channel to pour

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620497419.7U CN205638490U (en) 2016-05-26 2016-05-26 A portable platform truck that is used for subway station tread wind channel to pour

Publications (1)

Publication Number Publication Date
CN205638490U true CN205638490U (en) 2016-10-12

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107143336A (en) * 2017-05-08 2017-09-08 中建三局基础设施工程有限公司 A kind of road constructing structure against the wind with shield synchronous construction rail
CN107829750A (en) * 2017-09-27 2018-03-23 中建三局基础设施工程有限公司 A kind of rail road and section shield synchronous construction structure and method against the wind
CN109457972A (en) * 2018-12-26 2019-03-12 上海建工七建集团有限公司 Steel platform and its application construction method for the construction of subway entrance upper cover
CN111577322A (en) * 2020-07-02 2020-08-25 中铁工程装备集团有限公司 Synchronous lining joist device and construction method thereof
CN113550761A (en) * 2021-09-03 2021-10-26 中交隧道工程局有限公司 Construction method of support frame body of subway station rail top air duct

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107143336A (en) * 2017-05-08 2017-09-08 中建三局基础设施工程有限公司 A kind of road constructing structure against the wind with shield synchronous construction rail
CN107829750A (en) * 2017-09-27 2018-03-23 中建三局基础设施工程有限公司 A kind of rail road and section shield synchronous construction structure and method against the wind
CN107829750B (en) * 2017-09-27 2019-10-25 中建三局基础设施工程有限公司 A kind of rail road and section shield constructing structure and method simultaneously against the wind
CN109457972A (en) * 2018-12-26 2019-03-12 上海建工七建集团有限公司 Steel platform and its application construction method for the construction of subway entrance upper cover
CN111577322A (en) * 2020-07-02 2020-08-25 中铁工程装备集团有限公司 Synchronous lining joist device and construction method thereof
CN111577322B (en) * 2020-07-02 2022-01-21 中铁工程装备集团有限公司 Synchronous lining joist device and construction method thereof
CN113550761A (en) * 2021-09-03 2021-10-26 中交隧道工程局有限公司 Construction method of support frame body of subway station rail top air duct

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20161012