CN209494039U - H-type rod piece part holes in soffit plate-type node - Google Patents

H-type rod piece part holes in soffit plate-type node Download PDF

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Publication number
CN209494039U
CN209494039U CN201822098072.0U CN201822098072U CN209494039U CN 209494039 U CN209494039 U CN 209494039U CN 201822098072 U CN201822098072 U CN 201822098072U CN 209494039 U CN209494039 U CN 209494039U
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China
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node
rod piece
type
plate
soffit
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CN201822098072.0U
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孙国军
苗子泰
宋子魁
吴金志
胡洁
张毅刚
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Beijing University of Technology
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Beijing University of Technology
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Abstract

H-type rod piece part holes in soffit plate-type node, belongs to connecting node technical field.Including upper and lower two gusset plates, multiple fasteners, more local holes in soffit H-type rod piece.The H-type rod piece end edge of a wing passes through multiple fasteners respectively and is fixed together with upper gusset plate and lower node plate.This node makes the weakened part of such gusset-type joint rod piece when bearing low cycling loads generate moderate finite deformation, and absorb energy due to carrying out the weakening that punches to H-type rod piece part web.Relative to general gusset-type joint, this node guarantees that node region does not destroy first, improves security performance of the node under geological process while improving node energy dissipation capacity.

Description

H-type rod piece part holes in soffit plate-type node
Technical field
The utility model relates to one of latticed shell structure H-type rod piece part holes in soffit plate-type nodes.Wherein reticulated shell It can be sphere net case, cylindrical reticulated shell etc., belong to connecting node technical field.
Background technique
Nowadays China largely promotes equipment and builds with formula, this is because relative to traditional form of construction work, assembled Have many advantages, such as the shortening construction period, reduces carrying capacity of environment, reduces the wasting of resources, improving construction quality, and the utility model All components can be processed in advance in factory, carry out at the scene later it is assembled, meet that country advocated it is environmentally protective, Greatly develop the theory of assembled architecture.
With welding and the development of extrusion technique, the form of rod piece is also diversified, including tubulose, H-type, box.Due to H Type rod piece anti-bending strength, load performance is good, saves material, and the edge of a wing of H-type rod piece with web area is larger that bolt is facilitated to connect It connects, so more and more engineerings begin to use H-type rod piece.
Aluminium alloy due to its lightweight, it is corrosion-resistant the advantages that gradually receive the favor of engineers.In large span spatial structure Among, aluminium alloy its density for steel is only the one third of steel, can be greatly lowered under identical span The influence being self-possessed to structure reduces influence of the earthquake to structure, while also in that the span of this feature aluminium alloy structure can With more big.Aluminum alloy materials aoxidize in air can form fine and close oxidation film, the knot for natatorium, under marine climate For structure, aluminium alloy can reduce the maintenance cost in later period with the extending structure service life.
It is the gusset-type joint researched and developed by Tai Muke company, the U.S. mostly used in the aluminium alloy sphere net case in China, and There is following deficiency in this node:
Since the edge of a wing is bolted and bolt number is more with upper and lower gusset plate, significantly weaken in nodes domains The rod piece edge of a wing so that destruction of a node mode be usually in H-type rod node domain the edge of a wing or gusset plate be broken along bolt hole.On ground Under shake effect, since the node type of attachment has biggish rigidity, node energy dissipation capacity is poor, and final position of destroying still is being saved In point domain.
Summary of the invention
Gusset-type joint is improved herein in order to solve the above deficiency.
The technical solution of the utility model is as follows:
This node includes the H-type rod piece of upper and lower two gusset plates, multiple fasteners (2) and more local holes in soffit (3);H-type rod piece (3) end edge of a wing passes through multiple fasteners (2) and upper gusset plate (1-1) respectively and lower node plate (1-2) is fixed Together;
The holes in soffit region of rod piece is located on the outside of gusset plate (1) or inside, and the quantity that punches can be one or more, punches Shape can be round, ellipse or rectangle etc..
The gusset plate up and down is also possible to cambered plate it is characterized in that: shape can be plate;Material can be aluminium conjunction Gold is also possible to steel.
Multiple fasteners can be stainless steel bolt, can be high-strength spiral shell it is characterized in that: can be plain bolt Bolt is also possible to rivet;Material can be aluminium alloy, be also possible to steel.
The plurality of rods part is also possible to extrusion forming it is characterized in that: material can be the steel of hot rolling or welding Aluminum alloy materials, shape are H-type, there is one or more round, ellipses or rectangle on the outside of gusset plate or on inside region web Hole constitute weakening area, when punch number be 1 when, circular hole diameter be web height 1/3-1/2, ellipse The long and short axis of hole is the 1/3-1/2 of web height, the long side of rectangle hole, the 1/3-1/2 that broadside is web height, hole type The heart is to rod end apart from 1.0-2.0 times for web height.
This node keeps such gusset-type joint past in receiving low week due to carrying out the weakening that punches to the local web of H-type rod piece (3) The weakened part of rod piece generates moderate finite deformation when multiple load, and absorbs energy.Relative to general gusset-type joint, the utility model Guarantee that node region does not destroy first, improves peace of the node under geological process while improving node energy dissipation capacity Full performance.
Detailed description of the invention
Fig. 1 is the overall construction schematic diagram of 1 node of embodiment
Fig. 2 is the schematic diagram of 1 rod pieces of embodiment connection
Fig. 3 is the schematic diagram that 1 rod piece part holes in soffit of embodiment weaken
Fig. 4 is the overall construction schematic diagram of 2 node of embodiment
Fig. 5 is the schematic diagram of 2 rod pieces of embodiment connection
Fig. 6 is the schematic diagram that 2 rod piece part holes in soffit of embodiment weaken
Fig. 7 is the overall construction schematic diagram of 3 node of embodiment
Fig. 8 is the schematic diagram of 3 rod pieces of embodiment connection
Fig. 9 is the schematic diagram that 3 rod piece part holes in soffit of embodiment weaken
The upper gusset plate of 1-1,1-2 lower node plate, 2 fasteners, the H-type rod piece that 3 local holes in soffit weaken, the top flange 3-1, The lower flange 3-2,3-3 web.
Specific embodiment
The utility model is described further below with reference to embodiment, but the utility model is not limited to following implementation Example.
Embodiment 1
This node as shown in Figs. 1-2 includes upper and lower two gusset plates 1, multiple fasteners 2, more local holes in soffit weakenings H-type rod piece 3.Upper and lower gusset plate 1 passes through the fixed company of H-type rod piece 3 that multiple fasteners 2 and the part Duo Gen holes in soffit weaken It connects.The bolt hole of upper and lower gusset plate 1, H-type rod piece top flange 3-1 and the lower flange end 3-2 is perforation, upper gusset plate 1-1 and H The fastener 2 of type rod piece top flange 3-1 be it is shared, lower node plate 1-2 and the fastener 2 of H-type rod piece lower flange 3-2 are shared ?
Wherein the local web of rod piece 3 carries out punching according to the actual situation as shown in Figure 3, and (such as this example is in node for weakening Plate outboard web opens a circular hole).3 end of rod piece is connect by multiple fasteners 2 with upper and lower gusset plate 1, can basis The angle of actual configuration is cut.
Embodiment 2
This node includes upper and lower two gusset plates 1, multiple fasteners 2, more local holes in soffit weakenings as illustrated in figures 4-5 H-type rod piece 3.Upper and lower gusset plate 1 passes through the fixed company of H-type rod piece 3 that multiple fasteners 2 and the part Duo Gen holes in soffit weaken It connects.The bolt hole of upper and lower gusset plate 1, H-type rod piece top flange 3-1 and the lower flange end 3-2 is perforation, upper gusset plate 1-1 and H The fastener 2 of type rod piece top flange 3-1 be it is shared, lower node plate 1-2 and the fastener 2 of H-type rod piece lower flange 3-2 are shared ?
Wherein the local web of rod piece 3 carries out punching according to the actual situation as shown in Figure 6, and (such as this example is in node for weakening Plate outboard web opens an oval hole).3 end of rod piece is connect by multiple fasteners 2 with upper and lower gusset plate 1, Ke Yigen It is cut according to the angle of actual configuration.
Embodiment 3
This node as Figure 7-8 includes upper and lower two gusset plates 1, multiple fasteners 2, more local holes in soffit weakenings H-type rod piece 3.Upper and lower gusset plate 1 passes through the fixed company of H-type rod piece 3 that multiple fasteners 2 and the part Duo Gen holes in soffit weaken It connects.The bolt hole of upper and lower gusset plate 1, H-type rod piece top flange 3-1 and the lower flange end 3-2 is perforation, upper gusset plate 1-1 and H The fastener 2 of type rod piece top flange 3-1 be it is shared, lower node plate 1-2 and the fastener 2 of H-type rod piece lower flange 3-2 are shared ?
Wherein the local web of rod piece 3 carries out punching according to the actual situation as shown in Figure 9, and (such as this example is in node for weakening Web opens three circular holes of different sizes from inside to outside below plate).3 end of rod piece passes through multiple fasteners 2 and section up and down Contact plate 1 connects, and can be cut according to the angle of actual configuration.

Claims (5)

1.H type rod piece part holes in soffit plate-type node, which is characterized in that including upper gusset plate (1-1) and lower node plate (1- 2), the H-type rod piece (3) of multiple fasteners and more root subregions holes in soffit;H-type rod piece (3) end edge of a wing passes through respectively Multiple fasteners are fixed together with upper gusset plate (1-1) and lower node plate (1-2);The holes in soffit region of rod piece is located at node On the outside of plate (1) or/and inside, the quantity that punches are one or more.
2. H-type rod piece described in accordance with the claim 1 part holes in soffit plate-type node, which is characterized in that upper gusset plate (1- 1) and lower node plate (1-2) is plate or cambered plate.
3. H-type rod piece described in accordance with the claim 1 part holes in soffit plate-type node, which is characterized in that multiple fasteners It is bolt or rivet.
4. H-type rod piece described in accordance with the claim 1 part holes in soffit plate-type node, which is characterized in that the shape that punches is Round, ellipse or rectangle.
5. H-type rod piece described in accordance with the claim 1 part holes in soffit plate-type node, which is characterized in that when the number that punches When being 1, circular hole diameter is the 1/3-1/2 of web height, and the oval long and short axis of hole is the 1/3-1/2 of web height, The long side of rectangle hole, the 1/3-1/2 that broadside is web height, hole centroid to rod end distance are the 1.0-2.0 of web height Times.
CN201822098072.0U 2018-12-14 2018-12-14 H-type rod piece part holes in soffit plate-type node Active CN209494039U (en)

Priority Applications (1)

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CN201822098072.0U CN209494039U (en) 2018-12-14 2018-12-14 H-type rod piece part holes in soffit plate-type node

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111075016A (en) * 2019-11-29 2020-04-28 东南大学 Plug-in type single-layer aluminum alloy latticed shell connecting node
CN111424823A (en) * 2020-04-13 2020-07-17 天津大学 Single-layer aluminum alloy space grid structure with web plate provided with holes
CN111764555A (en) * 2020-06-19 2020-10-13 中国五冶集团有限公司 Disc adapter used between large-span spherical aluminum alloy keel curtain walls

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111075016A (en) * 2019-11-29 2020-04-28 东南大学 Plug-in type single-layer aluminum alloy latticed shell connecting node
CN111424823A (en) * 2020-04-13 2020-07-17 天津大学 Single-layer aluminum alloy space grid structure with web plate provided with holes
CN111764555A (en) * 2020-06-19 2020-10-13 中国五冶集团有限公司 Disc adapter used between large-span spherical aluminum alloy keel curtain walls

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