CN202324202U - Adjustable device for connecting steel vertical component with steel horizontal component - Google Patents
Adjustable device for connecting steel vertical component with steel horizontal component Download PDFInfo
- Publication number
- CN202324202U CN202324202U CN 201120450878 CN201120450878U CN202324202U CN 202324202 U CN202324202 U CN 202324202U CN 201120450878 CN201120450878 CN 201120450878 CN 201120450878 U CN201120450878 U CN 201120450878U CN 202324202 U CN202324202 U CN 202324202U
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- China
- Prior art keywords
- steel
- welded
- bracket
- brackets
- end part
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Abstract
The utility model relates to an adjustable device for connecting a steel vertical component with a steel horizontal component, which comprises brackets, a steel beam end part connecting piece, sealing plates, steel wedge plates and bolts. The adjustable device is characterized in that the brackets are vertically welded on the steel vertical component; the steel beam end part connecting piece is formed in the way that two steel plates are welded to form a cross shape; one end part of the steel beam end part connecting piece is welded on the steel horizontal component; the steel beam end part connecting piece is inserted into the brackets, and the gaps between the steel beam end part connecting piece and the brackets are blocked off by the steel wedge plates; and the bolts are inserted into the sealing plates and the brackets and are fastened. According to the utility model, the steel plates are welded to be made into the brackets, the steel beam end part connecting piece can horizontally and vertically move in the brackets, and the error of a steel beam in three coordinate axis directions in a Cartesian coordinate system is regulated through combination of the steel wedge plates with different thicknesses.
Description
Technical field:
The utility model belongs to building engineering field, relates to a kind of tunable arrangement that is used to connect steel vertical member and steel horizontal member.
Background technology:
Because the part plant equipment needs to be fixed on the agent structure through interim girder steel, need earlier steel corbel to be set on agent structure in the building operations, carry out girder steel again and install.Existing job practices is: bolt connects, and promptly adopts steel plate as junction plate, on junction plate and girder steel end plate, opens bolt hole, adopts high-strength bolt to connect then, needs during construction accurately to the hole; Welding promptly adopts steel plate as junction plate, and junction plate and girder steel end plate is integrally welded, needs the control welding deformation in the process; The bolt weldering connects, and promptly bolt connects and welding application simultaneously, all must control simultaneously hole and welding deformation in the work progress.
The utility model need not too much input, can effectively regulate the error of girder steel on three change in coordinate axis direction of cartesian coordinate system, and workmanship can be improved simultaneously in the time and labour saving.
Summary of the invention:
The purpose of the utility model provides a kind of tunable arrangement that is used to connect steel vertical member and steel horizontal member, can effectively regulate the error of horizontal girder steel on three change in coordinate axis direction of cartesian coordinate system simultaneously.
The technical scheme of the utility model is:
Be used to connect the tunable arrangement of steel vertical member and steel horizontal member; Comprise bracket, girder steel end coupling, shrouding, steel contract sheet, bolt; It is characterized in that: bracket is vertically welded on the steel vertical member; The girder steel end coupling is that two block plates are welded into cross; One end of girder steel end coupling is welded on the steel horizontal member, and the girder steel end coupling inserts in the bracket and with the space between steel contract sheet jam-pack girder steel end coupling and the bracket, and bolt inserts shrouding and bracket and fastening.Bracket is made with steel plate and is welded on the vertical member.
The girder steel end coupling of the utility model can level move with vertical in bracket, through the error on three change in coordinate axis direction of steel contract sheet combination adjustment girder steel in cartesian coordinate system of different-thickness.
Description of drawings:
Fig. 1 is the bracket side elevational view of the utility model.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is respectively the bracket organigram of the utility model.
Fig. 4 is the steel horizontal member end joint construction sketch map of the utility model.
Fig. 5 is the B-B sectional drawing of Fig. 4.
Fig. 6 is the structural representation of the utility model.
Fig. 7 is the C-C sectional drawing of Fig. 6.
The specific embodiment:
Further specify below in conjunction with accompanying drawing.
Like Fig. 6, shown in Figure 7; The utility model comprises bracket 1, girder steel end coupling 6, shrouding 3, steel contract sheet 7, bolt 2; Bracket 1 is vertically welded on the steel vertical member 4; Girder steel end coupling 6 is that two block plates (6.1,6.2) are welded into cross, and an end of girder steel end coupling 6 is welded on the steel horizontal member 5; Girder steel end coupling 6 inserts in the bracket 1 and with the space between steel contract sheet 7 jam-pack girder steel end couplings 6 and the bracket 1, and bolt 2 inserts shrouding 3 and bracket 1 and fastening.
With reference to Fig. 1, Fig. 2, Fig. 3, described bracket 1 forms with the steel plate welding production; Bracket adopts steel plate 1.1, steel plate 1.2, steel plate 1.3, steel plate 1.4 to be welded; Steel plate 1.2 need be opened bolt hole, and the shrouding 3 at top is measure-alike with steel plate 1.2, and perforate size and diameter are identical; Be used to wear bolt 2, bracket completes the back integral solder in steel vertical member 4.
Adopt steel plate 6.1 and steel plate 6.2 to be welded into " cross " structure with reference to Fig. 4, Fig. 5 in the end of steel horizontal member (like girder steel), become the girder steel end coupling of steel horizontal member.
With reference to Fig. 6, Fig. 7 with girder steel end coupling 6 from right and insert in the bracket 1 on a left side; The position of adjustment steel horizontal member 5 on level and vertical direction is until meeting design requirement; After utilize steel contract sheet 7 jam-packs with the fixing position of steel horizontal member 5, shrouding 3 usefulness bolts 2 are fastened on the bracket 1 get final product at last.
Claims (2)
1. be used to connect the tunable arrangement of steel vertical member and steel horizontal member; Comprise bracket, girder steel end coupling, shrouding, steel contract sheet, bolt; It is characterized in that: bracket is vertically welded on the steel vertical member; The girder steel end coupling is that two block plates are welded into cross; One end of girder steel end coupling is welded on the steel horizontal member, and the girder steel end coupling inserts in the bracket and with the space between steel contract sheet jam-pack girder steel end coupling and the bracket, and bolt inserts shrouding and bracket and fastening.
2. the tunable arrangement that is used to connect steel vertical member and steel horizontal member according to claim 1, it is characterized in that: bracket is made with steel plate and is welded on the vertical member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120450878 CN202324202U (en) | 2011-11-15 | 2011-11-15 | Adjustable device for connecting steel vertical component with steel horizontal component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120450878 CN202324202U (en) | 2011-11-15 | 2011-11-15 | Adjustable device for connecting steel vertical component with steel horizontal component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202324202U true CN202324202U (en) | 2012-07-11 |
Family
ID=46436185
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120450878 Expired - Fee Related CN202324202U (en) | 2011-11-15 | 2011-11-15 | Adjustable device for connecting steel vertical component with steel horizontal component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202324202U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100096A (en) * | 2014-07-28 | 2014-10-15 | 深圳大学建筑设计研究院 | Vertical component leveling method |
| CN104947796A (en) * | 2015-07-08 | 2015-09-30 | 无锡顺达智能自动化工程股份有限公司 | Adjustable bracket structure |
| CN107268806A (en) * | 2017-07-20 | 2017-10-20 | 浙江海洋大学 | A kind of steel structure node |
-
2011
- 2011-11-15 CN CN 201120450878 patent/CN202324202U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100096A (en) * | 2014-07-28 | 2014-10-15 | 深圳大学建筑设计研究院 | Vertical component leveling method |
| CN104947796A (en) * | 2015-07-08 | 2015-09-30 | 无锡顺达智能自动化工程股份有限公司 | Adjustable bracket structure |
| CN107268806A (en) * | 2017-07-20 | 2017-10-20 | 浙江海洋大学 | A kind of steel structure node |
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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 |
Granted publication date: 20120711 Termination date: 20151115 |
|
| EXPY | Termination of patent right or utility model |