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CN206722430U - Girder steel is welded to connect plate fixed mechanism - Google Patents

Girder steel is welded to connect plate fixed mechanism Download PDF

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Publication number
CN206722430U
CN206722430U CN201720554507.0U CN201720554507U CN206722430U CN 206722430 U CN206722430 U CN 206722430U CN 201720554507 U CN201720554507 U CN 201720554507U CN 206722430 U CN206722430 U CN 206722430U
Authority
CN
China
Prior art keywords
crossbeam
bolt
welded
girder steel
connecting plate
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
CN201720554507.0U
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Chinese (zh)
Inventor
魏东
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.)
Sichuan Xingguang Steel Structure Co Ltd
Original Assignee
Sichuan Xingguang Steel Structure 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 Sichuan Xingguang Steel Structure Co Ltd filed Critical Sichuan Xingguang Steel Structure Co Ltd
Priority to CN201720554507.0U priority Critical patent/CN206722430U/en
Application granted granted Critical
Publication of CN206722430U publication Critical patent/CN206722430U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses girder steel to be welded to connect plate fixed mechanism, including support component, crossbeam and bolt, one end of the support component and crossbeam connects, screwed hole is provided with crossbeam, the axis of the screwed hole is vertical with the axis of crossbeam, the bolt and screwed hole coordinate, and the screw rod end of bolt passes the same side for being located at crossbeam after screwed hole with support component.In the presence of fixed mechanism, connecting plate can be firmly secured on girder steel, for traditional welding manner, because of worker's hand shaking connecting plate will not be caused to move, also will not be inadequate because of worker's dynamics, and when causing the welding gun to encounter connecting plate, connecting plate is promoted.Connecting plate can remain stationary in welding, not only can guarantee that connecting plate can be welded on required position, also improve the weldquality of welding position.

Description

Girder steel is welded to connect plate fixed mechanism
Technical field
It the utility model is related to a kind of fixed mechanism, and in particular to girder steel is welded to connect plate fixed mechanism.
Background technology
The component such as girder steel, steel column, steel truss made of plate etc. forms, generally use weld seam, spiral shell between each component or part Bolt or rivet interlacement.Because its deadweight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue, Super High.
With steel make based on structure, be one of main building construction types.The characteristics of steel, is that intensity is high, conducts oneself with dignity Gently, integral rigidity is good, deformability is strong, therefore for building large span and superelevation, the building of superduty are particularly suitable;Material is even Matter and isotropism are good, belong to perfect elastic body, best suit the basic assumption of common engineering mechanics;Material plasticity, good toughness, can There is moderate finite deformation, dynamic load can be born well;Construction period is short;Its industrialization degree is high, can carry out mechanization degree height Virtual production.Steel construction should study high strength steel from now on, greatly improve its yield point strength;In addition new varieties to be rolled Shaped steel, such as H profile steel (also known as wide width wing edge shaped steel) and T steel and profiled sheet etc. are to adapt to longspan structure and Super High The needs of building.
In Steel Structure Installation, specific technology scheme is first wanted, then prepares construction machinery and steel, carry out base for post inspection, steel structure Part is cleared up, and finally installs steel column.When preparing steel, it is necessary to according to needed for preparing specified technical scheme size and number it is various Steel structure material.By connecting plate and it is bolted together in steel structure material, between girder steel and other steel, and connecting plate is to need It is pre-welded on girder steel.When being welded to connect plate, it is necessary to which worker's proficiency fixed connecting plate, the other hand are welded by welding gun Connect, during this one man operation, connecting plate can be caused to fix unstable, and then reduce welding quality, influence the service life of steel structure;When One worker's fixed connecting plate, when another worker is welded, then adds cost of labor.
Utility model content
The utility model purpose is that providing girder steel is welded to connect plate fixed mechanism, solves to be welded to connect on traditional girder steel During plate, when a worker carries out operation, connecting plate can be caused to fix unstable, and then reduce welding quality, influence the use of steel structure The problem of life-span.Therefore the utility model designs a kind of fixed mechanism that plate is welded to connect specifically for girder steel, makes worker only It need to be absorbed in and weld, to improve welding quality.
The utility model is achieved through the following technical solutions:
Girder steel is welded to connect plate fixed mechanism, including support component, crossbeam and bolt, the support component and crossbeam One end connects, and screwed hole is provided with crossbeam, the axis of the screwed hole is vertical with the axis of crossbeam, the bolt and screw thread Hole coordinates, and the screw rod end of bolt passes the same side for being located at crossbeam after screwed hole with support component.
Connecting plate is first placed on to the position of required welding on girder steel, then the utility model is placed on connecting plate to be welded Girder steel beside, and the bolt on crossbeam be located at one end away from girder steel on connecting plate, then swivel bolt, up on bolt Screw rod end is pressed on connecting plate, is then welded.So in the presence of fixed mechanism, connecting plate can be firmly secured at On girder steel, for traditional welding manner, because of worker's hand shaking connecting plate will not be caused to move, also will not be because of worker Dynamics is inadequate, and when causing the welding gun to encounter connecting plate, connecting plate is promoted.Connecting plate can remain stationary in welding, not only It can guarantee that connecting plate can be welded on required position, also improve the weldquality of welding position.
Further, the support component includes the montant and base that are sequentially connected, and the montant is expansion link, and montant One end of upper one end and crossbeam away from base connects, and the diameter parallel of montant is in the axis of bolt.Its chi of different girder steels It is very little different, when the positional distance workbench that plate is welded to connect on girder steel is higher, the length of montant can be extended, so that bolt It can be pressed on connecting plate;Conversely, then shorten the length of montant.
Further, resigning bar is provided between montant and crossbeam, the resigning rod bending is C-shaped, its one end with Crossbeam is connected, and its other end is connected with montant, and the arcuate surface of resigning bar is directed away from the direction of crossbeam.When being welded to connect plate, Need to being welded entirely around connecting plate, to improve the stability of its fixation, but that side of montant is provided with, due to distance Connecting plate is nearer, can Butt welding gun be welded to connect on plate and be welded with obstructions close to montant one end, therefore setting C fonts allow for Bar, to increase support component apart from the position of weld seam, weld job is completed beneficial to welding gun.
Further, on the bent angle of crossbeam, between resigning bar and montant and stepped down on the inner concave of resigning bar Reinforcement is provided between bar and crossbeam.
Further, the screwed hole and bolt have several, and bolt respectively coordinates with a screwed hole respectively.
Further, be disposed with fixing axle and cushion in the screw rod end of bolt, the axis of the fixing axle with The axis of bolt is overlapped, and fixing axle is rotatablely connected with bolt, and rotating bolt, fixing axle does not rotate.
Bolt is directly contacted with connecting plate until in compaction process, and connection plate surface can be damaged in the rotary course of bolt Antirust coat, and then there is corrosion in the impaired place of antirust coat;Fixing axle and cushion are set, then avoided because of rotation The impaired situation of antirust coat caused by turning friction occurs, and improves the service life of steel structure.
Further, the crossbeam is expansion link.Its size of different girder steels is different, when being welded to connect plate on girder steel When plane width is larger, the length of crossbeam can be extended, so that bolt can be pressed on connecting plate;Conversely, then shorten the length of crossbeam Degree.
In above-mentioned, expansion link is prior art, can commercially be bought.
The utility model compared with prior art, has the following advantages and advantages:
1st, the utility model girder steel is welded to connect plate fixed mechanism, and in the presence of fixed mechanism, connecting plate can be stablized Ground is fixed on girder steel, for traditional welding manner, because of worker's hand shaking connecting plate will not be caused to move, also will not Because worker's dynamics is inadequate, when causing the welding gun to encounter connecting plate, connecting plate is promoted;Connecting plate can keep fixing not in welding It is dynamic, it not only can guarantee that connecting plate can be welded on required position, also improve the weldquality of welding position;
2nd, the utility model girder steel is welded to connect plate fixed mechanism, and its size of different girder steels is different, when on girder steel Be welded to connect plate positional distance workbench it is higher when, the length of montant can be extended, so that bolt can be pressed on connecting plate;Instead It, then shorten the length of montant;
3rd, the utility model girder steel is welded to connect plate fixed mechanism, when being welded to connect plate, it is necessary to entering around connecting plate The full weldering of row, to improve the stability of its fixation, but is provided with that side of montant, can butt welding due to nearer apart from connecting plate Rifle is welded to connect on plate and is welded with obstructions close to montant one end, therefore setting C fonts allow as bar, with increase support component away from From the position of weld seam, weld job is completed beneficial to welding gun.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding the utility model embodiment, forms the one of the application Part, the restriction to the utility model embodiment is not formed.In the accompanying drawings:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is to use position view of the present utility model.
Mark and corresponding parts title in accompanying drawing:
1- crossbeams, 2- bolts, 3- montants, 4- bases, 5- resigning bars, 6- reinforcements, 7- fixing axles, 8- cushions, 9- steel Beam, 10- connecting plates.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, with reference to embodiment and accompanying drawing, The utility model is described in further detail, and exemplary embodiment of the present utility model and its explanation are only used for explaining this Utility model, it is not intended as to restriction of the present utility model.
Embodiment 1
As Figure 1-Figure 2, label 9 is girder steel in figure, and label 10 is connecting plate, and the utility model girder steel is welded to connect plate It is connected with fixed mechanism, including support component, crossbeam 1 and bolt 2, the support component with one end of crossbeam 1, on crossbeam 1 Screwed hole is provided with, the axis of the screwed hole is vertical with the axis of crossbeam 1, and the bolt 2 coordinates with screwed hole, and bolt 2 Screw rod end pass the same side for being located at crossbeam 1 after screwed hole with support component.
Connecting plate is first placed on to the position of required welding on girder steel, then the utility model is placed on connecting plate to be welded Girder steel beside, and the bolt 2 on crossbeam 1 be located at one end away from girder steel on connecting plate, then swivel bolt 2, up to spiral shell Screw rod end is pressed on connecting plate on bolt 2, is then welded.So in the presence of fixed mechanism, connecting plate can be stably It is fixed on girder steel, for traditional welding manner, because of worker's hand shaking connecting plate will not be caused to move, also will not be because It is inadequate for worker's dynamics, when causing the welding gun to encounter connecting plate, connecting plate is promoted.Connecting plate can keep fixing not in welding It is dynamic, it not only can guarantee that connecting plate can be welded on required position, also improve the weldquality of welding position.
Embodiment 2
The utility model is on the basis of embodiment 1, and the utility model is further illustrated.
As Figure 1-Figure 2, the utility model girder steel is welded to connect plate fixed mechanism, and the support component is included successively The montant 3 and base 4 of connection, the montant 3 are expansion link, and one end on montant 3 away from base 4 and one end of crossbeam 1 connect Connect, and the diameter parallel of montant 3 is in the axis of bolt 2.Its size of different girder steels is different, when being welded to connect plate on girder steel When positional distance workbench is higher, the length of montant 3 can be extended, so that bolt 2 can be pressed on connecting plate;Conversely, then shorten The length of montant 3.
Further, resigning bar 5 is provided between montant 3 and crossbeam 1, the bending of resigning bar 5 is C-shaped, one End is connected with crossbeam 1, and its other end is connected with montant 3, and the arcuate surface of resigning bar 5 is directed away from the direction of crossbeam 1.Welding connects During fishplate bar, it is necessary to being welded entirely around connecting plate, to improve the stability of its fixation, but that side of montant 3 is provided with, Due to nearer apart from connecting plate, meeting Butt welding gun is welded to connect close to the obstruction that is welded with of the one end of montant 3 on plate, therefore sets C words Shape is allowed as bar 5, and to increase support component apart from the position of weld seam, weld job is completed beneficial to welding gun.
Further, on the inner concave of resigning bar 5 on the bent angle of crossbeam 1, between resigning bar 5 and montant 3 and Reinforcement 6 is provided between resigning bar 5 and crossbeam 1.
Embodiment 3
The utility model is on the basis of embodiment 1, and the utility model is further illustrated.
As Figure 1-Figure 2, the utility model girder steel is welded to connect plate fixed mechanism, and the screwed hole and bolt 2 is equal There are several, and bolt 2 respectively coordinates with a screwed hole respectively.
Further, fixing axle 7 and cushion 8, the axle of the fixing axle 7 are disposed with the screw rod end of bolt 2 Line is overlapped with the axis of bolt 2, and fixing axle 7 is rotatablely connected with bolt 2, and rotating bolt 2, fixing axle 7 does not rotate.
Bolt 8 is directly contacted with connecting plate until in compaction process, and connecting plate table can be damaged in the rotary course of bolt 8 The antirust coat in face, and then there is corrosion in the impaired place of antirust coat;Fixing axle 7 and cushion 8 are set, then avoided The impaired situation of the antirust coat caused by spin friction occurs, and improves the service life of steel structure.
Further, the crossbeam 1 is expansion link.Its size of different girder steels is different, when being welded to connect plate on girder steel Plane width it is larger when, the length of crossbeam 1 can be extended, so that bolt 2 can be pressed on connecting plate;Conversely, then shorten crossbeam 1 Length.
In above-mentioned, expansion link is prior art, can commercially be bought.
Above-described embodiment, the purpose of this utility model, technical scheme and beneficial effect are entered One step describes in detail, should be understood that and the foregoing is only specific embodiment of the present utility model, is not used to limit Determine the scope of protection of the utility model, it is all within the spirit and principles of the utility model, any modification for being made, equally replace Change, improve, should be included within the scope of protection of the utility model.

Claims (7)

1. girder steel is welded to connect plate fixed mechanism, it is characterised in that:It is described including support component, crossbeam (1) and bolt (2) Support component is connected with the one end of crossbeam (1), and screwed hole, axis and the crossbeam (1) of the screwed hole are provided with crossbeam (1) Axis it is vertical, the bolt (2) and screwed hole coordinate, and the screw rod end of bolt (2) pass after screwed hole with support component Positioned at the same side of crossbeam (1).
2. girder steel according to claim 1 is welded to connect plate fixed mechanism, it is characterised in that:The support component includes The montant (3) and base (4) being sequentially connected, the montant (3) are expansion link, and on montant (3) away from base (4) one end with One end connection of crossbeam (1), and the diameter parallel of montant (3) is in the axis of bolt (2).
3. girder steel according to claim 2 is welded to connect plate fixed mechanism, it is characterised in that:In montant (3) and crossbeam (1) resigning bar (5) is provided between, resigning bar (5) bending is C-shaped, and its one end is connected with crossbeam (1), its other end It is connected with montant (3), and the arcuate surface of resigning bar (5) is directed away from the direction of crossbeam (1).
4. girder steel according to claim 3 is welded to connect plate fixed mechanism, it is characterised in that:In the interior of resigning bar (5) On concave surface on the bent angle of crossbeam (1), between resigning bar (5) and montant (3) and between resigning bar (5) and crossbeam (1) It is provided with reinforcement (6).
5. girder steel according to claim 1 is welded to connect plate fixed mechanism, it is characterised in that:The screwed hole and bolt (2) there are several, and bolt (2) respectively coordinates with a screwed hole respectively.
6. girder steel according to claim 1 is welded to connect plate fixed mechanism, it is characterised in that:Screw rod in bolt (2) End is disposed with fixing axle (7) and cushion (8), and the axis of the fixing axle (7) overlaps with the axis of bolt (2), and Fixing axle (7) is rotatablely connected with bolt (2), and rotating bolt (2), fixing axle (7) does not rotate.
7. girder steel according to claim 1 is welded to connect plate fixed mechanism, it is characterised in that:The crossbeam (1) is to stretch Contracting bar.
CN201720554507.0U 2017-05-17 2017-05-17 Girder steel is welded to connect plate fixed mechanism Expired - Fee Related CN206722430U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720554507.0U CN206722430U (en) 2017-05-17 2017-05-17 Girder steel is welded to connect plate fixed mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720554507.0U CN206722430U (en) 2017-05-17 2017-05-17 Girder steel is welded to connect plate fixed mechanism

Publications (1)

Publication Number Publication Date
CN206722430U true CN206722430U (en) 2017-12-08

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Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107088728A (en) * 2017-05-17 2017-08-25 四川省星光钢结构有限公司 Improve the device of quality of connection between girder steel and connecting plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107088728A (en) * 2017-05-17 2017-08-25 四川省星光钢结构有限公司 Improve the device of quality of connection between girder steel and connecting plate

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GR01 Patent grant
GR01 Patent grant
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: 20171208

Termination date: 20200517