CN105220767A - One and the non-orthogonal connected node of cross column and construction method - Google Patents
One and the non-orthogonal connected node of cross column and construction method Download PDFInfo
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- CN105220767A CN105220767A CN201510621172.5A CN201510621172A CN105220767A CN 105220767 A CN105220767 A CN 105220767A CN 201510621172 A CN201510621172 A CN 201510621172A CN 105220767 A CN105220767 A CN 105220767A
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Abstract
The invention belongs to field of steel structure, be specifically related to a kind of and the non-orthogonal connected node of cross column and construction method, comprise cross column and the orthogonal girder steel bracket be welded on cross column side face, be fixedly welded with annular connecting plate between adjacent girder steel bracket, described annular connecting plate is fixedly welded with horizontal member.The invention solves the corresponding junction plate of the inner nonopiate component of cross column and stiffening rib welding difficulty, weld seam is overlapping, steel plate worn by reinforcing bar, site operation positioning precision is difficult to the difficult problems such as control, through certain transformation, various stressed demand can be met, and more cost can be saved, improve and make and installation effectiveness.
Description
Technical field
The invention belongs to field of steel structure, be specifically related to a kind of and the non-orthogonal connected node of cross column and construction method.
Background technology
In many high-rise civil buildings, when structure height is higher or service load is larger, in order to reduce the size of column section, usually can use steel work and concrete compound section, i.e. profile steel concrete column, giving full play to bi-material advantage separately.The reinforcing bar of profile steel concrete column, in the majority with cross column, when enhancement Layer is in order to improve the horizontal rigidity of flooring, often use steel structure support, this supports general and profile steel concrete column and presents non-orthogonal states; Another when pillar and interior cylinder or inner pillar be not on same main shaft, the horizontal member of connection vertical member is just same with profile steel concrete column presents non-orthogonal states.
For the nonopiate connected node of cross column, still do not have solution preferably, cross column mainly disconnects by domestic prior art processing mode does junction plate transition; Or bottom flange correspondence position to do after stiffening rib welding steel between the edge of a wing again on beam, and then weld bracket and be connected with nonopiate component; Or junction plate gos deep into cross column web junction and connects.It is all larger that these three kinds of modes weld difficulty, manually drops into more, and weld seam overlap is intersected many, and welding stress is concentrated, and welding welding space is little, and it is large that machining accuracy controls difficulty, and profile steel concrete column vertical applied force reinforcing bar is connected complexity with the nonopiate component edge of a wing.
Because above-mentioned technical problem, the invention provides a kind of and the non-orthogonal connected node of cross column and construction method, this case produces thus.
Summary of the invention
The object of this invention is to provide a kind of and the non-orthogonal connected node of cross column and construction method, solve the nonopiate node weld difficulty of current cross column, weld seam is overlapping, and site operation positioning precision is difficult to the problems such as control.
In order to achieve the above object, the present invention is achieved through the following technical solutions:
One and the non-orthogonal connected node of cross column, comprise cross column and the orthogonal girder steel bracket be welded on cross column side face, be fixedly welded with annular connecting plate, described annular connecting plate is fixedly welded with horizontal member between adjacent girder steel bracket.
Further, described annular connecting plate two ends are fixedly connected with girder steel bracket by buttcover plate, and the both sides of each buttcover plate are also fixedly welded with stiffener.
Further, the cross web that described cross column comprises square crossing welding and the four pieces of edges of a wing be welded on cross web, reinforced by stiffening rib in corresponding position, the girder steel bracket edge of a wing between described cross web and the edge of a wing.
One and the non-orthogonal connected node construction method of cross column, comprise the steps:
One, girder steel bracket is welded on cross column side face; Two, butt welding plate on girder steel bracket, the buttcover plate correspondence on adjacent girder steel bracket is arranged; Three, buttcover plate both sides welding stiffener, and adopt fillet weld to connect with the edge of a wing of orthogonal girder steel bracket and web; Four, girder steel bracket welds with the cross column edge of a wing, and cross column stiffening rib is welded in corresponding position, bottom flange on girder steel bracket; Five, nonopiate horizontal member is welded on annular connecting plate; Six, annular connecting plate docks with buttcover plate at the construction field (site) and welds.
Beneficial effect of the present invention: described buttcover plate is welded on one block of plate on orthogonal girder steel bracket web, is mainly used to connect annular connecting plate, avoids stretching in annular connecting plate, strengthen in-site installation difficulty.
Described stiffener, in buttcover plate both sides, ensures that buttcover plate is stablized, strengthens ultimate bearing capacity of joints, and share the stressed of orthogonal girder steel bracket web.
Described annular connecting plate by with the welding of the buttcover plate on girder steel, realize and the connection between orthogonal girder steel bracket, nonopiate component can be avoided to be connected with the complexity of cross column.
Described annular connecting plate, avoids the exocuticle of profile steel concrete column, and when nonopiate component can be avoided directly to be connected with cross column, profile steel concrete column vertical applied force reinforcing bar is cut off by the edge of a wing and causes welding, installation difficulty etc.
In a word, the present invention changes nonopiate horizontal member and the weld seam between cross column between annular connecting plate with buttcover plate in orthogonal girder steel bracket weld seam by the mode of the external connection of annular connecting plate, reduce the weld seam quantity of cross column cross-point region, avoid low-angle little space welded seam, reduce weld seam overlapping, reduce node region welding difficulty, make node region weldquality be more prone to ensure.Joint structure is succinct, and force path is clear and definite, and easy to operate, efficiency is higher.
Accompanying drawing explanation
Fig. 1 is the general illustration of present pre-ferred embodiments;
Fig. 2 is the STRUCTURE DECOMPOSITION schematic diagram of present pre-ferred embodiments;
Fig. 3 is the floor map of present pre-ferred embodiments;
Fig. 4 is the embodiment of the present invention two structural representation.
Detailed description of the invention
By reference to the accompanying drawings, present pre-ferred embodiments is described in further details.
Embodiment one:
As Figure 1-3, a kind of and non-orthogonal connected node of cross column, the component related to comprises cross column 1, orthogonal girder steel bracket 2, nonopiate horizontal member 3, annular connecting plate 4, buttcover plate 5, stiffener 6.
Orthogonal girder steel bracket 2 and cross column 1 normal welding, buttcover plate 5 is welded on orthogonal girder steel bracket 2 web, and both sides stiffener 6 is strengthened, and nonopiate horizontal member 3 is welded on annular connecting plate 4, and annular connecting plate 4 welds with buttcover plate 5 at the construction field (site) again.
In the present embodiment, cross column 1 is generally profile steel concrete column inner cross post, generally at produce in factory.
Orthogonal girder steel bracket 2 is welded H section steel, length is general identical with orthogonal steel beam web plate height, then be rigidly connected with cross column 1, the cross web 11 that described cross column 1 comprises square crossing welding and the four pieces of edges of a wing 12 be welded on cross web 11, reinforced by stiffening rib 13 in corresponding position, the girder steel bracket edge of a wing between described cross web 11 and the edge of a wing 12.
Nonopiate horizontal member 3 is generally H profile steel or horizontal double angle, when being mainly used as enhancement Layer horizontal support, also can be pipe, rectangular tube uniform section, with cross column 1 oblique, connected by annular connecting plate 4, change nonopiate component 3 and the weld seam between cross column 1 into weld seam between annular connecting plate 4 with orthogonal girder steel bracket 2, reduce welding difficulty.
Buttcover plate 5 is welded on one block of plate on orthogonal girder steel bracket 2 web, is mainly used to connect annular connecting plate 4, avoids stretching in annular connecting plate 4, strengthens in-site installation difficulty.
Embodiment two:
If when nonopiate horizontal member is flooring girder steel, buttcover plate 5 can become vertical steel plate, connects upper and lower annular connecting plate, can derive other preferred embodiment of the present invention, refer to Fig. 4.
Stiffener 6, in buttcover plate 5 both sides, ensures that buttcover plate 5 is stablized, strengthens ultimate bearing capacity of joints, and share the stressed of orthogonal girder steel bracket 2 web.
Annular connecting plate 4 by with the welding of the buttcover plate 5 on girder steel, realize and the connection between orthogonal girder steel bracket 2, nonopiate component 3 can be avoided to be connected with the complexity of cross column 1.
Annular connecting plate 4, avoids the exocuticle of profile steel concrete column, and when nonopiate component 3 can be avoided directly to be connected with cross column 1, profile steel concrete column vertical applied force reinforcing bar is cut off by the edge of a wing and causes welding, installation difficulty etc.
One and the non-orthogonal connected node construction method of cross column, comprise the steps:
One, girder steel bracket 2 is welded on cross column 1 side face; Two, butt welding plate 5 on girder steel bracket 2, buttcover plate 5 correspondence on adjacent girder steel bracket 2 is arranged; Three, buttcover plate 5 both sides welding stiffener 6, and adopt fillet weld to connect with the edge of a wing 12 of orthogonal girder steel bracket 2 and web 11; Four, girder steel bracket 2 welds with cross column 1 edge of a wing 12, and cross column 1 stiffening rib 13 is welded in corresponding position, bottom flange 12 on girder steel bracket 2; Five, nonopiate horizontal member 3 is welded on annular connecting plate 4; Six, annular connecting plate 4 docks with buttcover plate 5 at the construction field (site) and welds.
Above-described embodiment only illustrates inventive concept of the present invention for explaining, but not the restriction to rights protection of the present invention, all changes utilizing this design the present invention to be carried out to unsubstantiality, all should fall into protection scope of the present invention.
Claims (4)
1. one kind and the non-orthogonal connected node of cross column, it is characterized in that: comprise cross column and the orthogonal girder steel bracket be welded on cross column side face, be fixedly welded with annular connecting plate between adjacent girder steel bracket, described annular connecting plate is fixedly welded with horizontal member.
2. one according to claim 1 and the non-orthogonal connected node of cross column, is characterized in that: described annular connecting plate two ends are fixedly connected with girder steel bracket by buttcover plate, and the both sides of each buttcover plate are also fixedly welded with stiffener.
3. one according to claim 1 and the non-orthogonal connected node of cross column, it is characterized in that: the cross web that described cross column comprises square crossing welding and the four pieces of edges of a wing be welded on cross web, reinforced by stiffening rib in corresponding position, the girder steel bracket edge of a wing between described cross web and the edge of a wing.
4., with the non-orthogonal connected node construction method of cross column, comprise the steps:
One, girder steel bracket is welded on cross column side face; Two, butt welding plate on girder steel bracket, the buttcover plate correspondence on adjacent girder steel bracket is arranged; Three, buttcover plate both sides welding stiffener, and adopt fillet weld to connect with the edge of a wing of orthogonal girder steel bracket and web; Four, girder steel bracket welds with the cross column edge of a wing, and cross column stiffening rib is welded in corresponding position, bottom flange on girder steel bracket; Five, nonopiate horizontal member is welded on annular connecting plate; Six, annular connecting plate docks with buttcover plate at the construction field (site) and welds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510621172.5A CN105220767A (en) | 2015-09-25 | 2015-09-25 | One and the non-orthogonal connected node of cross column and construction method |
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| CN201510621172.5A CN105220767A (en) | 2015-09-25 | 2015-09-25 | One and the non-orthogonal connected node of cross column and construction method |
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| CN105220767A true CN105220767A (en) | 2016-01-06 |
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| CN201510621172.5A Pending CN105220767A (en) | 2015-09-25 | 2015-09-25 | One and the non-orthogonal connected node of cross column and construction method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442518A (en) * | 2018-04-20 | 2018-08-24 | 青岛理工大学 | Oblique outer ring plate assembly type cross connects bean column node |
| CN109736449A (en) * | 2019-01-11 | 2019-05-10 | 杭州江润科技有限公司 | Stiffness structure bean column node and construction method |
| CN110984383A (en) * | 2019-11-28 | 2020-04-10 | 中建八局第一建设有限公司 | Large-section steel reinforced concrete column and beam joint construction structure and method |
| CN115787852A (en) * | 2022-11-22 | 2023-03-14 | 中国建筑设计研究院有限公司 | Rigid connection node connecting structure of cross-shaped supporting column and system thereof |
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| JPH094056A (en) * | 1995-04-19 | 1997-01-07 | Shigeru Hida | Connecting hardware |
| JPH1018426A (en) * | 1996-06-29 | 1998-01-20 | Yoshimi Horiuchi | Earthquake resistant reinforcing device in wooden building framework structure |
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| WO1998036134A1 (en) * | 1997-02-13 | 1998-08-20 | Tanaka Steel Workshop | Joint for steel structure, and combining structure using the same joints for steel structure |
| CN102828559A (en) * | 2012-07-24 | 2012-12-19 | 华北水利水电学院 | Node for combination beam and 45-degree arranged cross steel reinforced concrete column |
| CN103397704A (en) * | 2013-08-01 | 2013-11-20 | 香港华艺设计顾问(深圳)有限公司 | Connected node of concrete filled steel tube combination column and reinforced concrete beams |
| CN205024832U (en) * | 2015-09-25 | 2016-02-10 | 浙江精工钢结构集团有限公司 | With cross post non -orthogonal connected node |
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2015
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Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH094056A (en) * | 1995-04-19 | 1997-01-07 | Shigeru Hida | Connecting hardware |
| JPH1018426A (en) * | 1996-06-29 | 1998-01-20 | Yoshimi Horiuchi | Earthquake resistant reinforcing device in wooden building framework structure |
| JPH10121632A (en) * | 1996-10-18 | 1998-05-12 | Toyotagumi:Kk | Column corner deck supporting member |
| WO1998036134A1 (en) * | 1997-02-13 | 1998-08-20 | Tanaka Steel Workshop | Joint for steel structure, and combining structure using the same joints for steel structure |
| CN102828559A (en) * | 2012-07-24 | 2012-12-19 | 华北水利水电学院 | Node for combination beam and 45-degree arranged cross steel reinforced concrete column |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442518A (en) * | 2018-04-20 | 2018-08-24 | 青岛理工大学 | Oblique outer ring plate assembly type cross connects bean column node |
| CN109736449A (en) * | 2019-01-11 | 2019-05-10 | 杭州江润科技有限公司 | Stiffness structure bean column node and construction method |
| CN110984383A (en) * | 2019-11-28 | 2020-04-10 | 中建八局第一建设有限公司 | Large-section steel reinforced concrete column and beam joint construction structure and method |
| CN115787852A (en) * | 2022-11-22 | 2023-03-14 | 中国建筑设计研究院有限公司 | Rigid connection node connecting structure of cross-shaped supporting column and system thereof |
| CN115787852B (en) * | 2022-11-22 | 2023-09-05 | 中国建筑设计研究院有限公司 | Rigid connection node connection structure of cross support column and system thereof |
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Application publication date: 20160106 |