CN105417398A - Assembled mobile repair room - Google Patents

Assembled mobile repair room Download PDF

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Publication number
CN105417398A
CN105417398A CN201510943305.0A CN201510943305A CN105417398A CN 105417398 A CN105417398 A CN 105417398A CN 201510943305 A CN201510943305 A CN 201510943305A CN 105417398 A CN105417398 A CN 105417398A
Authority
CN
China
Prior art keywords
column
plate
cross beam
moving type
track cross
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
Application number
CN201510943305.0A
Other languages
Chinese (zh)
Inventor
丁永哲
刘作威
申会宇
周勤茶
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.)
Tianjin Smooth And Prosperous Sharp Railway Construction Machine Parts Co Ltd
Original Assignee
Tianjin Smooth And Prosperous Sharp Railway Construction Machine Parts 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 Tianjin Smooth And Prosperous Sharp Railway Construction Machine Parts Co Ltd filed Critical Tianjin Smooth And Prosperous Sharp Railway Construction Machine Parts Co Ltd
Priority to CN201510943305.0A priority Critical patent/CN105417398A/en
Publication of CN105417398A publication Critical patent/CN105417398A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • B66C19/02Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries collapsible
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00Base supporting structures with legs
    • B66C5/02Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
    • B66C5/04Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods with runways or tracks supported for movements relative to bridge or gantry
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C7/00Runways, tracks or trackways for trolleys or cranes
    • B66C7/08Constructional features of runway rails or rail mountings

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses an assembled mobile repair room comprising upright columns, a plurality of side beams and a track beam, wherein the upright columns are symmetrically arranged at two sides; the side beams are vertically arranged at intervals and are used for sequentially connecting the upright columns at the corresponding sides; the two ends of the track beam are respectively and fixedly connected with the top ends of the upright columns at the two corresponding sides; and the track beam is provided with an electric hoist, top plates fixedly arranged at the tops of the side beams and the track beam and side plates fixedly connected with the side beams and the upright columns. The height and width of the assembled mobile repair room disclosed by the invention can be up to 6m and even larger; the assembled mobile repair room is of an assembled structure so as to be low in whole cost and be conveniently dismounted and moved; the assembled mobile repair room can be transported by using an ordinary truck and can be conveniently assembled in an ordinary open space, so that the hoisting problem of a locomotive under a working condition as well as the demounting and hoisting problems of an engine, a gearbox and an axle are solved; and the basic overhaul of the locomotive is finished without influences from the weather, and the locomotive can be repaired in place, so that the repair period is shortened, and the guarantee is provided for smooth construction progress.

Description

Between combination moving type maintenance
Technical field
The present invention relates to equipment Repairing Technology field, particularly relate between the maintenance of a kind of combination moving type.
Background technology
When constructing in subway work or other tunnels etc.; often can use various big machinery; as hauling engine etc.; place problem is then existed for the maintenance of large-scale engineering hauling engine; the lifting solving locomotive in general light industry city is difficult; workshop height more than 6 meters is difficult to look for; the overhead traveling crane of more than 50 tons is difficult to look for; but also there is various traffic condition; delay construction period; if the direct dismounting maintenance in outdoor, although can complete lifting with wheel crane, service work is very large by weather effect.
Summary of the invention
The object of the invention is the technological deficiency for existing in prior art, and provide between the maintenance of a kind of combination moving type.
The technical scheme adopted for realizing object of the present invention is:
Between a kind of combination moving type maintenance, be symmetricly set on the column of both sides, the multiple tracks upper and lower spaced side crossbeam that the column of respective side is connected successively, and the track cross beam that two ends are fixedly connected with the column top of corresponding both sides respectively, described track cross beam is provided with electric block, and be fixedly installed on the top board at side crossbeam and track cross beam top, and the side plate be fixedly connected with column with described side crossbeam.
Described column is H-girder, and described column bottom is fixedly installed base plate, and two transverse slats of described column and intermediate plate are provided with stay bearing plate respectively and between base plate.
Described side crossbeam is H-girder and less than column, described side crossbeam is fixedly connected with by side attaching parts and described column, described side attaching parts comprise insert described column matchingly in two the inners H-girder notch in and be welded to connect with column and be spacedly connected flat board up and down, be integrally formed in the connection riser between described connection flat board, described connection dull and stereotyped outer end symmetry collapses to side beam width, and described connection riser is fixedly connected with bolt by being connected batten with the intermediate plate of side crossbeam.
The bottom of the outer end of described connection flat board is fixedly installed bearing plate, described bearing plate can support and be connected the side crossbeam after dull and stereotyped docking, the end that described side crossbeam is relative with connection flat board be provided with slope with form welding groove in order to by side crossbeam be connected plate welding and connect.
The dull and stereotyped inner both sides of described connection are formed with chamfering respectively to insert the notch of column.
Between the intermediate plate of described side attaching parts and column, be provided with reinforcement intermediate plate, described reinforcement intermediate plate arranged multiple circular hole and add bolt be connected to be welded to connect with the intermediate plate of described column.
The H-girder that described track cross beam is identical with described column, described track cross beam is fixedly connected with by the transverse slat of face attaching parts with described column, described face attaching parts comprises the linkage section be made up of the H-girder large with column etc., be fixedly installed on described column transverse slat top and between the upper and lower every with the face adapting table of the lower surface of lower cross plate in respectively bearer connection section, the end of transverse slat up and down of described linkage section is formed with slope to be formed welding groove with connecting with welding with the transverse slat of column, described linkage section is connected batten barrel bolt with the intermediate plate of track cross beam by face and is fixedly connected with.
The outer end of the upper lower cross plate of described linkage section be fixedly installed connection bearing plate respectively, described connection bearing plate can support the track cross beam after docking with linkage section, and the end that described track cross beam is relative with linkage section is provided with slope to form welding groove in order to track cross beam and linkage section to be welded to connect.
Between two transverse slats of described column, the lower cross plate corresponding position of linkage section is provided with inner support brace panel.
Auxiliary column is also respectively arranged with, component tool room and lounge between described auxiliary column and column outside described column.
Compared with prior art, the invention has the beneficial effects as follows:
Between maintenance of the present invention, all to reach 6m even larger for height and width, adopt modular construction, holistic cost is low, combined convenient dismounting is with mobile, general Freight Transport can be used, just can ease of assembly in general vacant lot, solve an operating mode Locomotive hoisting difficult problem, the decomposition lifting problem of driving engine, change speed gear box, bridge, do not complete the basic maintenance of locomotive by weather effect, can keep in repair on the spot, shorten maintenance turn around time, for construction speed is given security smoothly, solve the funds shortage problem of little Wei enterprise initial stage of pioneering.
Accompanying drawing explanation
Figure 1 shows that the inner structure schematic diagram between combination moving type of the present invention maintenance;
Figure 2 shows that the side-looking structural representation between combination moving type of the present invention maintenance;
The column of edge shown in Fig. 3, side crossbeam and track cross beam connection structure schematic diagram;
Figure 4 shows that pars intermedia column, side crossbeam and track cross beam connection structure schematic diagram.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As Figure 1-4, comprise between combination moving type maintenance of the present invention, be symmetricly set on the column 1 of both sides, the multiple tracks upper and lower spaced side crossbeam 2 that the column of respective side is connected successively, and the track cross beam 3 that two ends are fixedly connected with the column top of corresponding both sides respectively, described track cross beam is provided with electric block 8, and is fixedly installed on the top board at side crossbeam and track cross beam top, and the side plate 4 be fixedly connected with column with described side crossbeam.Meanwhile, bottom surface adopts steel plate also to arrange the track allowing locomotive 100 to advance thereon.Wherein, the quantity of every heel post can arrange the quantity of track cross beam and entire length as required and determine.
Specifically, described column 1 is H-girder, described column bottom is fixedly installed base plate, two transverse slats of described column and intermediate plate are provided with stay bearing plate respectively and between base plate, described base plate is fixedly connected with ground by ground nail, described stay bearing plate, in order to strengthen Joint strenght, prevents or distortion.
Described side crossbeam 2 is H-girder and less than the size of column, described side crossbeam is fixedly connected with by side attaching parts 5 and described column, described side attaching parts 5 comprise insert described column 1 matchingly in two the inners H-girder notch in and be welded to connect with column and be spacedly connected flat board 51 up and down, be integrally formed in the connection riser 52 between described connection flat board, described connection dull and stereotyped outer end symmetry collapses to the width of the transverse slat of side crossbeam 2, and described connection riser 52 is fixedly connected with bolt by being connected batten 53 with the intermediate plate of side crossbeam.
Wherein, H-girder includes transverse slat and intermediate plate, and the transverse slat of side crossbeam and track cross beam is all horizontally disposed with, and the track being convenient to arrange hoist ceiling crane is like this arranged, and also improves the intensity at top simultaneously.
Side crossbeam is adopted the H-girder less than column dimensions, effectively reduces overall manufacturing cost, and processing assembling of being more convenient for, meanwhile, adopt side attaching parts to carry out transition connection, can enough large joint face and Joint strenght be ensured, beg resistance to overturning.
Further, the bottom of the outer end of described connection flat board 51 is fixedly installed bearing plate 54, described bearing plate can support the transverse slat corresponding with the side crossbeam connected after dull and stereotyped docking, the end that described side crossbeam is relative with connection flat board be provided with slope with form welding groove in order to by side crossbeam be connected plate welding and connect.
At side crossbeam and attaching parts junction, side, bearing plate is set, utilize the effective supporting and location of bearing plate, being convenient to the later stage connects batten and installation and construction, simultaneously, form welding groove in butt end and be welded to connect, collection bearing plate support, connection batten are threaded and weld three and one, effectively ensure the intensity of junction.Meanwhile, the transverse slat for ease of side crossbeam overlaps mutually with bearing plate, and the intermediate plate of described side crossbeam is then formed with breach accordingly to insert.
Further, the dull and stereotyped inner both sides of described connection are formed with chamfering respectively to insert the notch of column, and described the inner refers to and connects dull and stereotyped and column coupling end, and outer end refers to and side crossbeam coupling end.
Further, for avoiding the intermediate plate insufficient strength of column, be provided with between the intermediate plate of described side attaching parts 5 and column and strengthen intermediate plate 55, described reinforcement intermediate plate 55 is arranged multiple circular hole and add bolt be connected to be welded to connect with the intermediate plate of described column.The length of this reinforcement intermediate plate is greater than the intermediate plate length of side crossbeam, to make its 2-4 doubly be advisable, effectively can connect stress dispersion, avoids deformation occurs.Described reinforcement intermediate plate can be one or two, depending on connection requirement.
Wherein, the H-girder that described track cross beam 3 is identical with described column 1, described track cross beam 3 is fixedly connected with by the transverse slat of face attaching parts 6 with described column, described face attaching parts 6 comprises the linkage section 61 be made up of the H-girder large with column etc., be fixedly installed on described column transverse slat top and between the upper and lower every with the face adapting table 62 of lower cross plate lower surface in respectively bearer connection section, the end of transverse slat up and down of described linkage section 61 is formed with slope to be formed welding groove with connecting with welding with the transverse slat of column, described linkage section is connected batten 63 barrel bolt with the intermediate plate of track cross beam by face and is fixedly connected with, preferably, for strengthening the support strength of face adapting table, have in the bottom of described face adapting table society and strengthen gusset to improve the Joint strenght of itself and column transverse slat.
Simultaneously, being fixedly installed respectively of outer end of the upper lower cross plate of described linkage section 61 connects bearing plate 64, described connection bearing plate can support the track cross beam after docking with linkage section, and the end that described track cross beam is relative with linkage section is provided with slope to form welding groove in order to track cross beam and linkage section to be welded to connect.
Further, because track cross beam also will be born as bearing capacity and play load simultaneously, for avoiding column generation deformation, between two transverse slats of described column, the lower cross plate corresponding position of linkage section is provided with inner support brace panel 65, the connection arranged effectively between raising column two transverse slat of inner support brace panel, improves the support degree to track cross beam and stability.
Track cross beam is connected with the transverse slat lateral surface of column, by the transition of linkage section, reduces installation difficulty, and, adopt overlap joint, welding and bolt to connect many red formula combined, effectively ensure Joint strenght, meet construction requirement.
Specifically, between maintenance of the present invention height and width all can reach 6m setting larger, adopt modular construction, holistic cost is low, combined convenient dismounting is with mobile, general Freight Transport can be used, just can ease of assembly in general vacant lot, solve an operating mode Locomotive hoisting difficult problem, locomotive directly can sail into or be pulled between the maintenance of building nearby, driving engine can be completed, change speed gear box, the decomposition lifting problem of bridge, the basic maintenance of locomotive is not completed by weather effect, can keep in repair on the spot, shorten maintenance turn around time, for construction speed is given security smoothly, solve the funds shortage problem of little Wei enterprise initial stage of pioneering.
Wherein, functional for improving it further, outside described column, be also respectively arranged with auxiliary column, component tool room 200 and lounge 300 between described auxiliary column and column.Structure between the connection of tool room and lounge and above-mentioned maintenance is similar, no longer launches to describe at this.
The above is only the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention; can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.

Claims (10)

1. between a combination moving type maintenance, it is characterized in that, be symmetricly set on the column of both sides, the multiple tracks upper and lower spaced side crossbeam that the column of respective side is connected successively, and the track cross beam that two ends are fixedly connected with the column top of corresponding both sides respectively, described track cross beam is provided with electric block, and is fixedly installed on the top board at side crossbeam and track cross beam top, and the side plate be fixedly connected with column with described side crossbeam.
2., between combination moving type maintenance as claimed in claim 1, it is characterized in that, described column is H-girder, and described column bottom is fixedly installed base plate, and two transverse slats of described column and intermediate plate are provided with stay bearing plate respectively and between base plate.
3. between combination moving type maintenance as claimed in claim 2, it is characterized in that, described side crossbeam is H-girder and less than column, described side crossbeam is fixedly connected with by side attaching parts and described column, described side attaching parts comprise insert described column matchingly in two the inners H-girder notch in and be welded to connect with column and be spacedly connected flat board up and down, be integrally formed in the connection riser between described connection flat board, described connection dull and stereotyped outer end symmetry collapses to side beam width, described connection riser is fixedly connected with bolt by being connected batten with the intermediate plate of side crossbeam.
4. between combination moving type maintenance as claimed in claim 3, it is characterized in that, the bottom of the outer end of described connection flat board is fixedly installed bearing plate, described bearing plate can support and be connected the side crossbeam after dull and stereotyped docking, the end that described side crossbeam is relative with connection flat board be provided with slope with form welding groove in order to by side crossbeam be connected plate welding and connect.
5. between combination moving type maintenance as claimed in claim 4, it is characterized in that, the dull and stereotyped inner both sides of described connection are formed with chamfering respectively to insert the notch of column.
6. between combination moving type maintenance as claimed in claim 5, it is characterized in that, between the intermediate plate of described side attaching parts and column, be provided with reinforcement intermediate plate, described reinforcement intermediate plate arranged multiple circular hole and add bolt be connected to be welded to connect with the intermediate plate of described column.
7. between combination moving type maintenance as claimed in claim 6, it is characterized in that, the H-girder that described track cross beam is identical with described column, described track cross beam is fixedly connected with by the transverse slat of face attaching parts with described column, described face attaching parts comprises the linkage section be made up of the H-girder large with column etc., be fixedly installed on described column transverse slat top and between the upper and lower every with the face adapting table of the lower surface of lower cross plate in respectively bearer connection section, the end of transverse slat up and down of described linkage section is formed with slope to be formed welding groove with connecting with welding with the transverse slat of column, described linkage section is connected batten barrel bolt with the intermediate plate of track cross beam by face and is fixedly connected with.
8. between combination moving type maintenance as claimed in claim 7, it is characterized in that, the outer end of the upper lower cross plate of described linkage section be fixedly installed connection bearing plate respectively, described connection bearing plate can support the track cross beam after docking with linkage section, and the end that described track cross beam is relative with linkage section is provided with slope to form welding groove in order to track cross beam and linkage section to be welded to connect.
9., between combination moving type maintenance as claimed in claim 8, it is characterized in that, between two transverse slats of described column, the lower cross plate corresponding position of linkage section is provided with inner support brace panel.
10., between combination moving type maintenance as claimed in claim 1, it is characterized in that, outside described column, be also respectively arranged with auxiliary column, component tool room and lounge between described auxiliary column and column.
CN201510943305.0A 2015-12-14 2015-12-14 Assembled mobile repair room Pending CN105417398A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510943305.0A CN105417398A (en) 2015-12-14 2015-12-14 Assembled mobile repair room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510943305.0A CN105417398A (en) 2015-12-14 2015-12-14 Assembled mobile repair room

Publications (1)

Publication Number Publication Date
CN105417398A true CN105417398A (en) 2016-03-23

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Country Link
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Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19953715C2 (en) * 1999-11-09 2001-12-13 Christiane Kelemen Hall arrangement
CN2793179Y (en) * 2005-06-10 2006-07-05 金胜财 Assembled house structural system
CN2841792Y (en) * 2005-10-06 2006-11-29 中国矿业大学 Steel frame structure cantilever beam connection node
CN2866718Y (en) * 2006-01-26 2007-02-07 北京聚龙科技发展有限公司 Motor car set fixed column type double-side working platform and operating garage with the same working platform
CN201495635U (en) * 2009-08-18 2010-06-02 广东德厚木业有限公司 Container type combined plant
CN202139684U (en) * 2011-06-10 2012-02-08 河南杭萧钢构有限公司 Reinforced steel structure
CN102425318A (en) * 2011-09-27 2012-04-25 山东中通钢构建筑股份有限公司 Self-moving steel structure workshop
CN102677925A (en) * 2012-05-18 2012-09-19 谢合清 Plant building for configuring crane
CN203531446U (en) * 2013-10-08 2014-04-09 江苏明福钢结构有限公司 Novel detachable steel structure workshop
CN204475921U (en) * 2015-02-16 2015-07-15 湖州和成园林绿化工程有限公司 The dismountable firm structural construction factory building of a kind of safety
CN204691326U (en) * 2015-02-15 2015-10-07 徐进勇 Multifunctional mobile component processing plant
CN205472319U (en) * 2015-12-14 2016-08-17 天津亨通利铁道工程机械配件有限公司 Between maintenance of combination mobile formula

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19953715C2 (en) * 1999-11-09 2001-12-13 Christiane Kelemen Hall arrangement
CN2793179Y (en) * 2005-06-10 2006-07-05 金胜财 Assembled house structural system
CN2841792Y (en) * 2005-10-06 2006-11-29 中国矿业大学 Steel frame structure cantilever beam connection node
CN2866718Y (en) * 2006-01-26 2007-02-07 北京聚龙科技发展有限公司 Motor car set fixed column type double-side working platform and operating garage with the same working platform
CN201495635U (en) * 2009-08-18 2010-06-02 广东德厚木业有限公司 Container type combined plant
CN202139684U (en) * 2011-06-10 2012-02-08 河南杭萧钢构有限公司 Reinforced steel structure
CN102425318A (en) * 2011-09-27 2012-04-25 山东中通钢构建筑股份有限公司 Self-moving steel structure workshop
CN102677925A (en) * 2012-05-18 2012-09-19 谢合清 Plant building for configuring crane
CN203531446U (en) * 2013-10-08 2014-04-09 江苏明福钢结构有限公司 Novel detachable steel structure workshop
CN204691326U (en) * 2015-02-15 2015-10-07 徐进勇 Multifunctional mobile component processing plant
CN204475921U (en) * 2015-02-16 2015-07-15 湖州和成园林绿化工程有限公司 The dismountable firm structural construction factory building of a kind of safety
CN205472319U (en) * 2015-12-14 2016-08-17 天津亨通利铁道工程机械配件有限公司 Between maintenance of combination mobile formula

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Application publication date: 20160323