CN202359668U - Rigid connection node for module H-type multi-column and multi-column - Google Patents
Rigid connection node for module H-type multi-column and multi-column Download PDFInfo
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- CN202359668U CN202359668U CN2011204568858U CN201120456885U CN202359668U CN 202359668 U CN202359668 U CN 202359668U CN 2011204568858 U CN2011204568858 U CN 2011204568858U CN 201120456885 U CN201120456885 U CN 201120456885U CN 202359668 U CN202359668 U CN 202359668U
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Abstract
The utility model relates to a rigid connection node for a module H-type multi-column and a multi-column. The rigid connection node comprises an upper-layer H column group and a lower-layer H column group, wherein each of the upper-layer H column group and the lower-layer H column group is formed by symmetrically combining even number of H columns. The rigid connection node is characterized in that each side edge in the flange direction of the upper-layer H column group is fixedly connected with the corresponding side edge in the flange direction of the lower-layer H column group through a flange splicing plate; and each side edge in the web direction of the upper-layer H column group is fixedly connected with the corresponding side edge in the web direction of the lower-layer H column group through a web splicing plate. The upper-layer H column group and the lower-layer H column group are connected by a connecting plate, and the H columns are also connected by connecting plates; and the rigid connection node bears axial force, shearing force and bending moment simultaneously, has a wide applicable range and is especially applicable to a structure with large burden lateral force or sensitivity to lateral migration.
Description
Technical field
The utility model relates to a kind of post node, designs a kind of module H type multicolumn and multicolumn rigid joint especially.
Background technology
Module refers to that at the ocean engineering special secondary school equipment of whole system and facility are assembled in the steel framework by technological requirement, but the collection of whole Transporting and lifting dress piece.Module can relate to the splicing of post and post in manufacture process; The economical rationality of H shaped steel cross sectional shape, mechanical property is good, compares with common i iron; Have the advantage that modulus of section is big, in light weight, save metal, so generally adopt the steel column structure in H type cross section in the module.Being connected between post and the post is divided into three kinds of forms usually, be rigidly connected, hinged and semi-rigid the connection, at present these three kinds of forms single-column with use on single-column is connected comparatively ripely, and seldom relate to being connected of multicolumn and multicolumn.
Summary of the invention
The technical problem that the utility model will solve provides a kind of module H type multicolumn and multicolumn rigid joint, and is stressed good, can bear a power, shearing, moment of flexure simultaneously, is applicable to all multicolumn node splicings, especially bears big or responsive to the sidesway structure of lateral force.
For solving the problems of the technologies described above; The technical scheme of the utility model is: a kind of module H type multicolumn and multicolumn rigid joint; Comprise upper strata H post group and the H of lower floor post group that structure is identical; Said upper and lower layer H post group combines by even number root H post symmetry, and its innovative point is: the edge of a wing direction side that each side of edge of a wing direction is corresponding with the H of lower floor post group in the H post group of said upper strata connects fixing through edge of a wing scab; The web direction side that each side of said upper strata H post group median ventral plate direction is corresponding with the H of lower floor post group connects fixing through the web scab.
Further, connect through the post scab between the H post that each H post of said upper strata H post group side is corresponding with the H of lower floor post group.
Further, said post scab top is welded between two edges of a wing of H post of upper strata H post group, and the bottom is welded between two edges of a wing of H post of the H of lower floor post group, and parallel with the H column web of upper and lower layer H post group.
Further, said post scab is positioned at the inside edge, two edges of a wing of H post.
Further, the external surface of said edge of a wing scab and web scab intersection is connected with peripheral fixed head through bolt respectively.
The advantage of the utility model is: the side that upper strata each side of H post group is corresponding with the H of lower floor post group respectively connects through post spelling fishplate bar, and the H post of upper and lower layer connects through the post scab, realizes the rigidity splicing of H type multicolumn and multicolumn; All there is junction plate to connect between the upper and lower layer H post group of this kind splicing node structure and each the H post; Bear a power simultaneously, shearing, moment of flexure; Applied widely, especially bear the big or responsive structure of lateral force to sidesway.
Description of drawings
Fig. 1 is module H type multicolumn and a multicolumn rigid joint example structure sketch map in the utility model.
Fig. 2 is module H type multicolumn and a multicolumn rigid joint embodiment exploded view in the utility model.
Fig. 3 is module H type multicolumn and a multicolumn rigid joint embodiment profile in the utility model.
The specific embodiment
Like Fig. 1,2, shown in 3, comprise H post 1, H post 2, post scab 3, web scab 4, edge of a wing scab 5 and peripheral fixed head 6.
Upper strata H post group is identical with the H of lower floor post group structure, combine by even number root H post symmetry, in the present embodiment in every layer of H post group the quantity of H post be four, rectangular array arrangement.
Connect through four post scabs 3 respectively between four H posts 1 of upper strata H post group, four H posts 2 corresponding with the H of lower floor post group; Post scab 3 tops are welded between two edges of a wing of H post 1 of upper strata H post group; The bottom is welded between two edges of a wing of H post 2 of the H of lower floor post group; Post scab 3 is parallel with the H column web of upper and lower layer H post group, and is positioned at the inside edge, two edges of a wing of H post.
The edge of a wing direction side that each side of edge of a wing direction is corresponding with the H of lower floor post group in the H post group of upper strata connects fixing, concrete through edge of a wing scab 5: scab 5 upper and lower parts in the edge of a wing are connected fixing with each H post 1,2 of upper and lower layer H post group respectively through bolt.
Each side of upper strata H post group median ventral plate direction web direction side corresponding with the H of lower floor post group connects fixing, concrete through web scab 4: web scab 4 upper and lower parts respectively with upper and lower layer H post group in is connected each H post 1,2 post scab 3 connect through bolt and fix.
Claims (5)
1. module H type multicolumn and multicolumn rigid joint; Comprise upper strata H post group and the H of lower floor post group that structure is identical; Said upper and lower layer H post group combines by even number root H post symmetry, and it is characterized in that: the edge of a wing direction side that each side of edge of a wing direction is corresponding with the H of lower floor post group in the H post group of said upper strata connects fixing through edge of a wing scab; The web direction side that each side of said upper strata H post group median ventral plate direction is corresponding with the H of lower floor post group connects fixing through the web scab.
2. module H type multicolumn according to claim 1 and multicolumn rigid joint is characterized in that: connect through the post scab between each H post of said upper strata H post group side H post corresponding with the H of lower floor post group.
3. module H type multicolumn according to claim 2 and multicolumn rigid joint; It is characterized in that: said post scab top is welded between two edges of a wing of H post of upper strata H post group; The bottom is welded between two edges of a wing of H post of the H of lower floor post group, and parallel with the H column web of upper and lower layer H post group.
4. module H type multicolumn according to claim 3 and multicolumn rigid joint is characterized in that: said post scab is positioned at the inside edge, two edges of a wing of H post.
5. module H type multicolumn according to claim 1 and multicolumn rigid joint is characterized in that: the external surface of said edge of a wing scab and web scab intersection is connected with peripheral fixed head through bolt respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204568858U CN202359668U (en) | 2011-11-17 | 2011-11-17 | Rigid connection node for module H-type multi-column and multi-column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204568858U CN202359668U (en) | 2011-11-17 | 2011-11-17 | Rigid connection node for module H-type multi-column and multi-column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202359668U true CN202359668U (en) | 2012-08-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204568858U Expired - Fee Related CN202359668U (en) | 2011-11-17 | 2011-11-17 | Rigid connection node for module H-type multi-column and multi-column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202359668U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999342A (en) * | 2018-09-11 | 2018-12-14 | 深圳大学 | Prefabricated modular assembling frame structural column-column connected node and production method |
| CN115262758A (en) * | 2022-07-13 | 2022-11-01 | 天津大学 | Full bolt horizontal connection node of steel frame column between module units |
-
2011
- 2011-11-17 CN CN2011204568858U patent/CN202359668U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999342A (en) * | 2018-09-11 | 2018-12-14 | 深圳大学 | Prefabricated modular assembling frame structural column-column connected node and production method |
| CN115262758A (en) * | 2022-07-13 | 2022-11-01 | 天津大学 | Full bolt horizontal connection node of steel frame column between module units |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: MORIMATSU (JIANGSU) HEAVY INDUSTRY CO., LTD. Free format text: FORMER OWNER: SENSONG (JIANGSU) OFFSHORE OIL ENGINEERING EQUIPMENT CO., LTD. Effective date: 20140306 |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20140306 Address after: 226532, room 319, building 306, spring garden, Changjiang town (Rugao port area), Nantong, Jiangsu, Rugao Patentee after: Morimatsu (Jiangsu) Heavy Industry Co., Ltd. Address before: 226532, room 319, building 306, spring garden, Changjiang town (Rugao port area), Nantong, Jiangsu, Rugao Patentee before: Morimatsu (Jiangsu) CNOOC Engineering Equipment Co.,Ltd. |
|
| 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: 20120801 Termination date: 20161117 |