CN205222516U - Stand and track crossbeam connection structure between assembled maintenance - Google Patents

Stand and track crossbeam connection structure between assembled maintenance Download PDF

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Publication number
CN205222516U
CN205222516U CN201521051957.5U CN201521051957U CN205222516U CN 205222516 U CN205222516 U CN 205222516U CN 201521051957 U CN201521051957 U CN 201521051957U CN 205222516 U CN205222516 U CN 205222516U
Authority
CN
China
Prior art keywords
column
cross beam
track cross
stand
linkage section
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
CN201521051957.5U
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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 CN201521051957.5U priority Critical patent/CN205222516U/en
Application granted granted Critical
Publication of CN205222516U publication Critical patent/CN205222516U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a stand and track crossbeam connection structure between assembled maintenance, the track crossbeam be the same H -beam with the stand, the track crossbeam through the face connecting piece with the diaphragm fixed connection of stand, the face connecting piece include by the linkage segment of making with big H -beam such as stand that fixed the setting is in about and the face carry on table of interval in order to bear the lower surface of diaphragm about the linkage segment respectively of the diaphragm top of stand, the upper and lower transverse plate end of linkage segment be formed with the slope and constitute the welding groove for welded connection with the diaphragm with the stand, the intermediate lamella of linkage segment and track crossbeam connect a slat fit bolt fixed connection through the face. The utility model discloses a track crossbeam is connected with the diaphragm lateral surface of stand, through the transition of linkage segment, has reduced the installation degree of difficulty, in addition, adopts overlap joint, welding and many red of bolted connection formula to make up mutually, effectively guarantees to satisfy construction requirements by joint strength.

Description

Column between assembly type maintenance and track cross beam connection structure
Technical field
The utility model relates to equipment Repairing Technology field, particularly relates to the column between the maintenance of a kind of assembly type and track cross beam connection structure.
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.
Be an approach that can solve the problem between the maintenance of H-girder as group body, but crossbeam, mainly as the bearing capacity of hoist ceiling crane, propose challenge to the fixing of the relative column of crossbeam and installation.
Utility model content
The purpose of this utility model is the technological deficiency for existing in prior art, and provides the column between the maintenance of a kind of assembly type and track cross beam connection structure.
The technical scheme adopted for realizing the purpose of this utility model is:
Column between a kind of assembly type maintenance and track cross beam connection structure, described track cross beam and column are identical H-girder, 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.
Described face adapting table bottom welding has at least two to strengthen gusset to improve the Joint strenght of itself and column transverse slat.
Compared with prior art, the beneficial effects of the utility model are:
Track cross beam of the present utility model 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.
Accompanying drawing explanation
Figure 1 shows that the inner structure schematic diagram between combination moving type of the present utility model maintenance;
Figure 2 shows that the side-looking structural representation between combination moving type of the present utility model 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 utility model is described in further detail.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
As Figure 1-4, comprise between combination moving type maintenance of the present utility model, 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 utility model, 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, 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 preferred implementation of the present utility model; it should be noted that; for those skilled in the art; under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.

Claims (4)

1. the column between an assembly type maintenance and track cross beam connection structure, it is characterized in that, described track cross beam and column are identical H-girder, 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.
2. column as claimed in claim 1 and track cross beam connection structure, 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.
3. column as claimed in claim 2 and track cross beam connection structure, 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.
4. column as claimed in claim 2 and track cross beam connection structure, is characterized in that, described face adapting table bottom welding has at least two to strengthen gusset to improve the Joint strenght of itself and column transverse slat.
CN201521051957.5U 2015-12-14 2015-12-14 Stand and track crossbeam connection structure between assembled maintenance Expired - Fee Related CN205222516U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521051957.5U CN205222516U (en) 2015-12-14 2015-12-14 Stand and track crossbeam connection structure between assembled maintenance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521051957.5U CN205222516U (en) 2015-12-14 2015-12-14 Stand and track crossbeam connection structure between assembled maintenance

Publications (1)

Publication Number Publication Date
CN205222516U true CN205222516U (en) 2016-05-11

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521051957.5U Expired - Fee Related CN205222516U (en) 2015-12-14 2015-12-14 Stand and track crossbeam connection structure between assembled maintenance

Country Status (1)

Country Link
CN (1) CN205222516U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105366558A (en) * 2015-12-14 2016-03-02 天津亨通利铁道工程机械配件有限公司 Upright post and track cross beam connection structure of assembled maintenance room
CN108275568A (en) * 2018-01-31 2018-07-13 三海洋重工有限公司 Monkey assembly and crane

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105366558A (en) * 2015-12-14 2016-03-02 天津亨通利铁道工程机械配件有限公司 Upright post and track cross beam connection structure of assembled maintenance room
CN108275568A (en) * 2018-01-31 2018-07-13 三海洋重工有限公司 Monkey assembly and crane
CN108275568B (en) * 2018-01-31 2020-05-26 三一海洋重工有限公司 Crane trolley assembly and crane

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Ding Yongzhe

Inventor after: Liu Zuowei

Inventor after: Shen Huiyu

Inventor after: Zhou Qincha

Inventor after: Wang Qinghui

Inventor before: Ding Yongzhe

Inventor before: Liu Zuowei

Inventor before: Shen Huiyu

Inventor before: Zhou Qincha

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160511

Termination date: 20181214