CN201800872U - Top end structure for tubular stanchion - Google Patents
Top end structure for tubular stanchion Download PDFInfo
- Publication number
- CN201800872U CN201800872U CN2010205580091U CN201020558009U CN201800872U CN 201800872 U CN201800872 U CN 201800872U CN 2010205580091 U CN2010205580091 U CN 2010205580091U CN 201020558009 U CN201020558009 U CN 201020558009U CN 201800872 U CN201800872 U CN 201800872U
- Authority
- CN
- China
- Prior art keywords
- deck
- panel
- tubular
- tubular strut
- web
- 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 - Lifetime
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Abstract
The utility model provides a top end structure for a tubular stanchion, relating to a structural type of a stanchion node of a ship structure. The technical scheme is as follows: the top end structure consists of a tubular stanchion, a deck longitudinal girder and a desk reinforced crossbeam. The top end structure is characterized in that a slot is arranged at the top end of the tubular stanchion; the panel of the desk longitudinal girder is enlarged at the tubular stanchion and is provided with an opening in which the tubular stanchion can be inserted; the tubular stanchion is welded with the web, the panel and the deck of the deck longitudinal girder respectively; the web of the deck reinforced crossbeam is directly welded on the tubular stanchion; and the panel of the deck reinforced crossbeam is butt-jointed with the panel of the deck longitudinal girder.
Description
Technical field
The utility model relates to the structural shape of ship structure B-C post node.
Background technology
When by code requirement pillar being set in the ship design, the structure that should guarantee pillar upper and lower side place can reasonably be born and transmitted load, the upper end of tubular strut or hollow rectangle section pillar should be connected with the member by effective bracket support, below pillar web or thickening plate should be set.But be subjected to the restriction of equipment installation or arrangement requirement when tweendeck floor height, when not allowing the tubular strut upper and lower side that bracket is set, conventional pillar termination pattern can't satisfy layout requirement, does not establish the anti-dumping requirement that bracket then can't satisfy pillar as web only all is set at the pillar two ends.How to design the termination pattern of pillar in this case, make it both to satisfy arrangement requirement, satisfy requirement of strength again, have great importance.
The utility model content
The problem that the utility model need solve provides the structural shape that a kind of tubular strut top does not have bracket.
The technical solution of the utility model is made of tubular strut, deck girder, deck web beam, it is characterized in that tubular strut top fluting, the panel of deck girder amplifies at the tubular strut place and tubular strut is inserted in perforate, tubular strut welds with web, panel and the deck of deck girder respectively, the web of deck web beam directly is welded on the tubular strut, and deck web beam panel docks with the deck girder panel.
The utility model has the advantages that the deck girder that inserts the top by pillar, increased the bonding area of strut ends, replaced the tripping bracket that script pillar top should be provided with, simultaneously the stringers panel amplifies the stringers section modulus of can reinforcement losing owing to panel cut out, such design plan had both guaranteed the structural strength of original deck strength member, also guarantee the Joint strenght on pillar top, cancelled pillar top bracket simultaneously, satisfied arrangement requirement.
Description of drawings
The longitudinal diagram of Fig. 1 pillar top connection structure;
The drawing in side sectional elevation of Fig. 2 pillar top connection structure;
The upward view of Fig. 3 pillar top connection structure.
The specific embodiment
The utility model (referring to accompanying drawing) inserts the deck girder 3 of top at tubular strut 1 top fluting, forms the structure of interlocking, and deck girder 3 webs are (Fig. 1) continuously.2 groove depth is slotted than the big 1～2mm of deck girder 3 web heights in the tubular strut top, groove width is than the big 2～3mm of deck girder 3 web thicknesss, groove beveling of the edge on the tubular strut wall and deck girder web welding by one side, tubular strut top and deck 8 weld all arounds, tubular strut the right and left deck web beam 6 webs are welded on the tubular strut wall, and deck web beam panel docks with the deck girder panel.The deck girder panel is local the amplification at the tubular strut place, with web beam panel 7 (Fig. 3) panel 5 width that the deck girder of position amplifies that cross be that former panel 4 width of deck girder add strut diameter, transit to the former panel width of deck girder along front and back twice tubular strut diameter length again, this amplifies panel 5 in the perforate of tubular strut place, the aperture is than the big 1～2mm of tubular strut diameter, this place's panel is installed and tubular strut 1 weld all around at last along 45 ° of oblique board seams of opening.
Claims (1)
1. tubular strut apex structure, constitute by tubular strut, deck girder, deck web beam, it is characterized in that tubular strut top fluting, the panel of deck girder amplifies at the tubular strut place and tubular strut is inserted in perforate, tubular strut welds with web, panel and the deck of deck girder respectively, the web of deck web beam directly is welded on the tubular strut, and deck web beam panel docks with the deck girder panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205580091U CN201800872U (en) | 2010-10-12 | 2010-10-12 | Top end structure for tubular stanchion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205580091U CN201800872U (en) | 2010-10-12 | 2010-10-12 | Top end structure for tubular stanchion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201800872U true CN201800872U (en) | 2011-04-20 |
Family
ID=43870390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205580091U Expired - Lifetime CN201800872U (en) | 2010-10-12 | 2010-10-12 | Top end structure for tubular stanchion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201800872U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109911103A (en) * | 2019-03-29 | 2019-06-21 | 广船国际有限公司 | Ship c-type pillar and preparation method thereof and mounting process |
| CN112193368A (en) * | 2019-11-19 | 2021-01-08 | 沪东中华造船(集团)有限公司 | LNG fuel filling ship and arrangement method thereof |
-
2010
- 2010-10-12 CN CN2010205580091U patent/CN201800872U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109911103A (en) * | 2019-03-29 | 2019-06-21 | 广船国际有限公司 | Ship c-type pillar and preparation method thereof and mounting process |
| CN109911103B (en) * | 2019-03-29 | 2021-01-08 | 广船国际有限公司 | C-shaped strut for ship and preparation method and installation process thereof |
| CN112193368A (en) * | 2019-11-19 | 2021-01-08 | 沪东中华造船(集团)有限公司 | LNG fuel filling ship and arrangement method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110420 |