CN204960127U - Bearing steel beam - Google Patents

Bearing steel beam Download PDF

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Publication number
CN204960127U
CN204960127U CN201520762684.9U CN201520762684U CN204960127U CN 204960127 U CN204960127 U CN 204960127U CN 201520762684 U CN201520762684 U CN 201520762684U CN 204960127 U CN204960127 U CN 204960127U
Authority
CN
China
Prior art keywords
tube
gusset
girder steel
mounting panel
helical
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
CN201520762684.9U
Other languages
Chinese (zh)
Inventor
王晓东
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.)
Daqing Longqing Steel Structure And Color Plate Co Ltd
Original Assignee
Daqing Longqing Steel Structure And Color Plate 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 Daqing Longqing Steel Structure And Color Plate Co Ltd filed Critical Daqing Longqing Steel Structure And Color Plate Co Ltd
Priority to CN201520762684.9U priority Critical patent/CN204960127U/en
Application granted granted Critical
Publication of CN204960127U publication Critical patent/CN204960127U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to the steel structural component field especially relates to a bearing steel beam, including girder steel main part and mounting panel, the welding of the one end of girder steel main part is at the center of mounting panel, and the splice is provided with the triangle -shaped gusset, and the girder steel main part includes and inner tube and outer tube are provided with the heliciform gusset between inner tube and the outer tube that inner tube, outer tube and heliciform gusset three are the whole of a no seam. The utility model discloses the steel pipe has been made the bilayer structure who constitutes by inner tube and outer tube to set up the heliciform gusset the bilayer structure in the middle of, the torsional strength increase that can make the steel pipe doubly, thereby expanded the range of application of steel pipe, set up the triangle -shaped gusset on the diagonal of square mounting panel, guaranteed the joint strength between girder steel main part and the mounting panel, also strengthened the anti surrender ability of girder steel main part root simultaneously, the rational arrangement of of mounting hole quantity and position has guaranteed the fastness of installing, also can effectively prevent that the mounting panel atress warp simultaneously under the certain condition of mounting panel thickness.

Description

Load-bearing girder steel
Technical field
The utility model belongs to steel construction piece field, particularly relates to a kind of load-bearing girder steel.
Background technology
Round steel pipe is a kind of structural member conventional in building, more saves the feature of material compared with the steel pipe of other cross sectional shape under having larger, the identical behavior in service of flexural strength.But the torsional strength of common steel tube is poor, this shortcoming greatly limit the range of application of round steel pipe in steel work.
Summary of the invention
The utility model provides a kind of load-bearing girder steel, to make full use of the advantage of steel pipe and to solve the problem of the common steel tube torsional strength difference proposed in above-mentioned background technology.
The technical problem that the utility model solves realizes by the following technical solutions: the utility model provides a kind of load-bearing girder steel, comprise girder steel main body and installing plate, one end of girder steel main body is welded on the center of installing plate, weld is provided with triangle gusset, girder steel main body comprises inner and outer tubes, be provided with helical form gusset between inner and outer tubes, interior pipe, outer tube and helical form gusset three are a jointless entirety.
Described installing plate is square structure, and described triangle gusset has four pieces, is all arranged on foursquare diagonal, the installing plate between two pieces of triangle gussets is respectively provided with two installing holes, and the line of two installing holes is parallel with square sideline.
Described helical form gusset has two at least, and each bar helical form gusset is uniform relative to the circumference of girder steel main body.
The pitch of described helical form gusset and the ratio range of outer tube diameter are 10 ~ 30.
The beneficial effects of the utility model are:
1, the double-decker be made up of inner and outer tubes made by steel pipe by the utility model, and is provided with helical form gusset in the middle of double-decker, the torsional strength of steel pipe can be made to increase several times, thus extend the range of application of steel pipe;
2, triangle gusset is arranged on the diagonal of square mounting plates, ensure that the bonding strength between girder steel main body and installing plate, also enhance the anti-surrender ability of girder steel body heel simultaneously;
3, the reasonable Arrangement of installing hole quantity and position, effectively ensure that the fastness of installation, also can effectively prevent installing plate stress deformation when installing plate thickness is certain simultaneously;
4, the pitch of helical form gusset and the ratio of outer tube diameter are arranged between 10 ~ 30, both ensure that the hot-extrudable technique realizability adding man-hour of girder steel main body, in turn ensure that the object optimizing torsional strength fully realizes.
Accompanying drawing explanation
Fig. 1 is main TV structure sectional view of the present utility model;
Fig. 2 is the right view of Fig. 1;
Fig. 3 is the sectional view at A place in Fig. 1.
In figure: 1-installing plate, 2-triangle gusset, 3-helical form gusset, 4-outer tube, pipe in 5-, 6-installing hole.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further:
The utility model comprises girder steel main body and installing plate 1, one end of girder steel main body is welded on the center of installing plate 1, weld is provided with triangle gusset 2, girder steel main body comprises interior pipe 5 and outer tube 4, be provided with helical form gusset 3 between interior pipe 5 and outer tube 4, interior pipe 5, outer tube 4 and helical form gusset 3 three are a jointless entirety.Described installing plate 1 is square structure, described triangle gusset 2 has four pieces, all be arranged on foursquare diagonal, the line installing plate 1 between two pieces of triangle gussets 2 being respectively provided with two installing holes, 6, two installing holes 6 is parallel with square sideline.Described helical form gusset 3 has two at least, and each bar helical form gusset 3 is uniform relative to the circumference of girder steel main body.The ratio range of the pitch of described helical form gusset 3 and the internal diameter of outer tube 4 is 10 ~ 30.
The double-decker be made up of interior pipe 5 and outer tube 4 made by steel pipe by the utility model, and is provided with helical form gusset 3 in the middle of double-decker, the torsional strength of steel pipe can be made to increase several times, thus extend the range of application of steel pipe; Triangle gusset 2 is arranged on the diagonal of square mounting plates 1, ensure that the bonding strength between girder steel main body and installing plate 1, also enhance the anti-surrender ability of girder steel body heel simultaneously; The reasonable Arrangement of installing hole 6 quantity and position, effectively ensure that the fastness of installation, also can effectively prevent installing plate 1 stress deformation when installing plate 1 thickness is certain simultaneously; The pitch of helical form gusset 3 and the ratio of outer tube 4 internal diameter are arranged between 10 ~ 30, both ensure that the hot-extrudable technique realizability adding man-hour of girder steel main body, in turn ensure that the object optimizing torsional strength fully realizes.
Utilize technical scheme described in the utility model, or those skilled in the art being under the inspiration of technical solutions of the utility model, designing similar technical scheme, and reach above-mentioned technique effect, is all fall into protection domain of the present utility model.

Claims (4)

1. a load-bearing girder steel, comprise girder steel main body and installing plate (1), it is characterized in that: one end of girder steel main body is welded on the center of installing plate (1), weld is provided with triangle gusset (2), girder steel main body comprises interior pipe (5) and outer tube (4), be provided with helical form gusset (3) between interior pipe (5) and outer tube (4), interior pipe (5), outer tube (4) and helical form gusset (3) three are a jointless entirety.
2. a kind of load-bearing girder steel according to claim 1, it is characterized in that: described installing plate (1) is square structure, described triangle gusset (2) has four pieces, all be arranged on foursquare diagonal, installing plate (1) between two pieces of triangle gussets (2) is respectively provided with two installing holes (6), the line of two installing holes (6) is parallel with square sideline.
3. a kind of load-bearing girder steel according to claim 1, is characterized in that: described helical form gusset (3) has two at least, and each bar helical form gusset (3) is uniform relative to the circumference of girder steel main body.
4. a kind of load-bearing girder steel according to claim 1, is characterized in that: the pitch of described helical form gusset (3) and the ratio range of outer tube (4) internal diameter are 10 ~ 30.
CN201520762684.9U 2015-09-29 2015-09-29 Bearing steel beam Expired - Fee Related CN204960127U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520762684.9U CN204960127U (en) 2015-09-29 2015-09-29 Bearing steel beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520762684.9U CN204960127U (en) 2015-09-29 2015-09-29 Bearing steel beam

Publications (1)

Publication Number Publication Date
CN204960127U true CN204960127U (en) 2016-01-13

Family

ID=55055202

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520762684.9U Expired - Fee Related CN204960127U (en) 2015-09-29 2015-09-29 Bearing steel beam

Country Status (1)

Country Link
CN (1) CN204960127U (en)

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
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: 20160113

Termination date: 20180929