CN201635188U - Cold-formed thin-walled steel beam column node - Google Patents

Cold-formed thin-walled steel beam column node Download PDF

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Publication number
CN201635188U
CN201635188U CN 201020144940 CN201020144940U CN201635188U CN 201635188 U CN201635188 U CN 201635188U CN 201020144940 CN201020144940 CN 201020144940 CN 201020144940 U CN201020144940 U CN 201020144940U CN 201635188 U CN201635188 U CN 201635188U
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CN
China
Prior art keywords
steel
steel pipe
quadrate
column
welded
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 - Fee Related
Application number
CN 201020144940
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Chinese (zh)
Inventor
姚勇
褚云朋
周俐俐
王汝恒
雷劲松
张兆强
陈晓强
徐斌
高玉波
肖术连
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Southwest University of Science and Technology
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Southwest University of Science and Technology
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Application filed by Southwest University of Science and Technology filed Critical Southwest University of Science and Technology
Priority to CN 201020144940 priority Critical patent/CN201635188U/en
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Publication of CN201635188U publication Critical patent/CN201635188U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A cold-formed thin-walled steel beam column node comprises square steel pipe columns (1), square steel pipe beams (2) and a C-shaped steel beam (3), and is characterized in that the C-shaped steel beam (3) is welded on the square steel pipe columns (1); the square steel pipe beams (2) are welded on the C-shaped steel beam (3); and self-tapping screws (7) can be arranged between the C-shaped steel beam (3) and the square steel pipe columns (1) to connect the C-shaped steel beam (3) and the square steel pipe columns (1). The cold-formed thin-walled steel beam column node provided by the utility model overcomes the defect of connection in the prior art, has the advantages of definite force transmission route, superior shock resistant performance and simple and easy construction operation, and can be extensively applied to the connection of the cross sections of various cold-formed thin-walled steel rod pieces, particularly applied to the structural system of the wedged enclosing wall.

Description

Cold bending thin-wall steel beam column node
Technical field
The utility model relates to a kind of steel structure node, is specially cold bending thin-wall steel beam column node.
Background technology
Because having rod member, the light gauge cold-formed steel shape structural building when heavy and light, construction, do not need large-scale construction equipment, be convenient to operation, anti-seismic performance is good, energy-conservation, save land, material-saving, environmental protection, help the building construction industrialization, and have series of advantages such as short construction period, comprehensive benefit be good, be well suited in building construction, adopting.Present this system has become the important form of developed country's low residential buildings such as the U.S., Japan, Australia.Because the light gauge cold-formed steel shape residential structure is compared on function with other structure and is had clear superiority economically, China also began to introduce in a large number the residential structure of this system in recent years, though domestic scholars has been done a large amount of research work to node, rod member etc., the node joint construction of light gauge cold-formed steel shape residential structure is that this system of restriction is to key factor low, the development of multilayer public building all the time.
In the construction, screw, common nails, nailing, pulling rivet, bolt and buckling piece etc. are adopted in the connection of securing member usually both at home and abroad, and its method of attachment all must meet the regulation of existing related standards.
Chinese patent application 200620014979.9 discloses the connected node of a kind of mobile house floor girder and column, comprises the beam connection (1) that is fixed on girder (3) end and is fixed on post connector (2) on the column (5); Wherein: described beam connection (1) comprises the straight web member (11) that is fixed on girder (3) two ends and is fixed on the beam junction plate (12) of this straight web member (11) lateral surface; Described straight web member (11) adopts C shaped steel, and its upper and lower side is pegged graft respectively in the C shaped steel groove of the upper chord (31) that is fixed on girder (3) and lower chord (32); Described post connector (2) is for being fixed on the post junction plate on the column (5); Have bolt hole on described beam junction plate (12) and the post junction plate (2) and be bolted to connection.But this technology adopts bolt to connect, and is more to the weakening of bearing plate cross section, can reduce the bearing capacity of node greatly, and for the closed cross-section rod member, the perishable rod member inwall of etchant gas, intractability is bigger once again after the corrosion.
The employing welding manner connects, good leak tightness, the plate net cross-sectional area can not reduce, therefore adopt welding manner comparatively favourable, but the welding repeatedly of coupled columns position of joints can cause post plate ductility to reduce, or even burn, fall node rigidity and plastic deformation ability, brought out node generation brittle fracture, reduced the structural limits bearing capacity to the greatest extent.
Summary of the invention
The purpose of this utility model is to adopt to disperse the method for weld seam that bean column node is constructed improvement, thereby designs a kind of novel cold bending thin-wall steel beam column node.
Concrete technical scheme of the present utility model is:
A kind of cold bending thin-wall steel beam column node comprises quadrate steel pipe column, square steel pipe beam and C section steel beam, it is characterized in that the C section steel beam is welded on the quadrate steel pipe column, and the square steel pipe beam is welded on the C section steel beam.Thus, between each quadrate steel pipe column, form crisscross C section steel beam and square steel pipe beam.
Further scheme is: be provided with tapping screw and be connected between C section steel beam and quadrate steel pipe column.
Further scheme is: all be provided with the C section steel beam at the front and back of quadrate steel pipe column and be welded on the quadrate steel pipe column, all be welded with the square steel pipe beam on the C section steel beam of quadrate steel pipe column front and back, be welded with batten plate between the C of front and back section steel beam.This concrete structure mainly is applicable to king post joint.
Further scheme is: be provided with the C section steel beam in the front of quadrate steel pipe column and be welded on the quadrate steel pipe column, the square steel pipe beam is welded on the C section steel beam; The back side of quadrate steel pipe column is provided with steel plate and is welded on the quadrate steel pipe column, is welded with batten plate between the steel plate at the C in the front section steel beam and the back side.This concrete structure mainly is applicable to side column node and corner post node.
Further scheme is: be provided with tapping screw or weld seam is connected between steel plate and quadrate steel pipe column.
For king post joint, between adjacent two quadrate steel pipe columns, two horizontal C section steel beams are arranged, laterally be formed with totally 8 fillet welds by welding between C section steel beam and the quadrate steel pipe column, four vertical square steel pipe beams are arranged, form four fillet welds by welding between every vertical square steel pipe beam and the C section steel beam.Can look load type, size and house plane geometry size, select whether to add batten plate and connect between the C section steel beam, to strengthen the globality of system, batten plate thickness is identical with C section steel beam thickness, and quantity satisfies the Code for design of steel structures requirement.In the middle of king post joint, floor is passed to vertical square steel pipe beam to load, and vertically the square steel pipe beam is passed to horizontal C section steel beam to load by fillet weld, and the rear overhang angle weld seam is passed to quadrate steel pipe column.Weld 4 square steel pipe beams in web plane by 4 fillet welds perpendicular to the C section steel beam, vertically be arranged in C section steel beam both sides, avoided the square steel pipe beam directly to be welded on quadrate steel pipe column and caused the fragility of post node plate to worsen, the seismic design principle of the weak rod member of strong node that is content with very little.According to " Code for design of steel structures " (GB 50017-2003), when C section steel beam web clear height h 〉=190mm, produce local warpage when avoiding the welding of C section steel beam and quadrate steel pipe column, need to increase tapping screw and strengthen being connected between C section steel beam and the post.
For the side column node, to compare with king post joint, its horizontal quadrate steel pipe column one side is a steel plate replaced C section steel beam and its welding, is connected by batten plate with the C section steel beam of opposite side, forms whole its supporting capacity that improves, and simultaneously body of wall is played effect of contraction; When the clear height h of C section steel beam web and steel plate 〉=190mm,, adopt tapping screw that they are connected for avoiding producing local warpage when welding with quadrate steel pipe column.
For the corner post node,, repeat no more for the side column node half herein.
The utility model has the advantages that: adopt the mode of disperseing weld seam to carry out structure to node and improve, alleviated the stress concentration degree of position of joints, do not reduce the post plate net cross-sectional area of position of joints, so ultimate bearing capacity of joints can not reduce; And it is big that the bolt mouth of having avoided bolt or tapping screw hole wall under vertical uniform load q to push repeatedly bringing becomes; Can avoid out the stress on the post that the bolt hole brings to concentrate to a certain extent; Guarantee the enclosed environment of post, avoided the corrosion of post steel plate plate inboard.Novel welding node weld seam comparatively disperses, and the post plate burn-through that causes when avoiding beam column directly to weld improves the ductility of node.Improve the ultimate bearing capacity of node, the energy dissipation capacity under the seismic loading satisfies the requirement that multiple tracks is provided fortification against earthquakes in the earthquake resistant code.According to building requirements and load size, the adjustable height of C shaped steel for avoiding the influence of the too high plate welding warpage of bringing of plate, can adopt the bolt weldering to connect wide adaptability.The utility model has overcome existing cold bending thin-wall steel beam column node and has connected the defective that exists, and this node force path is clear and definite, and anti-seismic performance is superior, and constructing operation is simple.Can be widely used in the connection of all kinds of bar cross sections of light gauge cold-formed steel shape, be particularly useful for adopting the structural system of filling type retaining wall.
Description of drawings
Fig. 1 is the king post joint schematic three dimensional views in the utility model.
Fig. 2 is that the side column node in the utility model is faced schematic three dimensional views.
Fig. 3 is the side column node backsight schematic three dimensional views in the utility model.
Fig. 4 is that the corner post node in the utility model is faced schematic three dimensional views.
Fig. 5 is the corner post node backsight schematic three dimensional views in the utility model.
Among the figure: 1-quadrate steel pipe column, 2-square steel pipe beam, 3-C section steel beam, 4-batten plate, 5-fillet weld, 6-fillet weld, 7-tapping screw, 8-steel plate.
The specific embodiment:
Embodiment 1 (referring to Fig. 1): the utility model is a kind of light gauge cold-formed steel shape king post joint that relates to Structural Engineering.Form by quadrate steel pipe column 1, square steel pipe beam 2, C section steel beam 3, batten plate 4, fillet weld 5 and fillet weld 6, tapping screw 7.Two quadrate steel pipe columns 1 are connected its both sides by eight fillet welds 5 with two C section steel beams 3; At C section steel beam six blocks of batten plates 4 of flange surfaces welding about in the of 3, be distributed in C section steel beam 3 span centres and two ends; Four square steel pipe beams 2 are welded on C section steel beam 3 bottom flanges (when C section steel beam 3 web heights surpass code requirement, can adopt tapping screw 7 that quadrate steel pipe column 1 is connected with horizontal C section steel beam 3) with C section steel beam 3 by fillet weld 6.In the middle of the type node, C section steel beam 3 is arranged in the horizontal of building, and square steel pipe beam 2 is arranged in the vertical of building.
Embodiment 2 (referring to Fig. 2, Fig. 3): the utility model is a kind of light gauge cold-formed steel shape side column node that relates to Structural Engineering.Form by quadrate steel pipe column 1, square steel pipe beam 2, C section steel beam 3, steel plate 8, batten plate 4, fillet weld 5, fillet weld 6, tapping screw 7.Two quadrate steel pipe columns 1 and a C section steel beam 3 are welded on a side by four fillet welds 5, and two quadrate steel pipe columns 1 and a block plate 8 are welded on opposite side by four fillet welds 5; Six blocks of batten plates 4 of C section steel beam 3 and the welding of steel plate 8 upper and lower surfaces are distributed between the quadrate steel pipe column 1; Two square steel pipe beams 2 are welded on the bottom flange (when steel plate 8 surpasses code requirement with C section steel beam 3 web heights, can adopt tapping screw 7 that it is connected with quadrate steel pipe column 1) of C section steel beam 3 by fillet weld 6.In the middle of the type node, C section steel beam 3 is arranged in the horizontal of building with steel plate 8, and square steel pipe beam 2 is arranged in the vertical of building.
Embodiment 3 (referring to Fig. 4, Fig. 5): the utility model is a kind of light gauge cold-formed steel shape corner post node that relates to Structural Engineering.Form by quadrate steel pipe column 1, square steel pipe beam 2, C section steel beam 3, steel plate 8, batten plate 4, fillet weld 5, fillet weld 6, tapping screw 7.A quadrate steel pipe column 1 and a C section steel beam 3 are welded on a side by fillet weld 5, and a quadrate steel pipe column 1 and a block plate 8 are welded on opposite side by fillet weld 5; At C section steel beam 3 and steel plate 8 upper and lower surfaces welding batten plate 4, C section steel beam 3 is welded on C section steel beam 3 bottom flanges (when steel plate 8 surpasses code requirement with C section steel beam 3 web heights, can adopt tapping screw 7 that it is connected with quadrate steel pipe column 1) with square steel pipe beam 2 by fillet weld 6.In the middle of the type node, C section steel beam 3 is arranged in the horizontal of building with steel plate 8, and square steel pipe beam 2 is arranged in the vertical of building.

Claims (5)

1. a cold bending thin-wall steel beam column node comprises quadrate steel pipe column (1), square steel pipe beam (2) and C section steel beam (3), it is characterized in that C section steel beam (3) is welded on the quadrate steel pipe column (1), and square steel pipe beam (2) is welded on the C section steel beam (3).
2. cold bending thin-wall steel beam column node according to claim 1 is characterized in that being provided with tapping screw (7) between C section steel beam (3) and quadrate steel pipe column (1) is connected.
3. cold bending thin-wall steel beam column node according to claim 1, it is characterized in that front and back at quadrate steel pipe column (1) all is provided with C section steel beam (3) and is welded on the quadrate steel pipe column (1), all be welded with square steel pipe beam (2) on the C section steel beam (3) of quadrate steel pipe column (1) front and back, between the C of front and back section steel beam (3), be welded with batten plate (4).
4. cold bending thin-wall steel beam column node according to claim 1 is characterized in that being provided with C section steel beam (3) in the front of quadrate steel pipe column (1) is welded on the quadrate steel pipe column (1), and square steel pipe beam (2) is welded on the C section steel beam (3); The back side of quadrate steel pipe column (1) is provided with steel plate (8) and is welded on the quadrate steel pipe column (1), is welded with batten plate (4) between the steel plate (8) at the C in the front section steel beam (3) and the back side.
5. cold bending thin-wall steel beam column node according to claim 4 is characterized in that being provided with tapping screw (7) between steel plate (8) and quadrate steel pipe column (1) or weld seam is connected.
CN 201020144940 2010-03-17 2010-03-17 Cold-formed thin-walled steel beam column node Expired - Fee Related CN201635188U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201020144940 CN201635188U (en) 2010-03-17 2010-03-17 Cold-formed thin-walled steel beam column node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201020144940 CN201635188U (en) 2010-03-17 2010-03-17 Cold-formed thin-walled steel beam column node

Publications (1)

Publication Number Publication Date
CN201635188U true CN201635188U (en) 2010-11-17

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Country Status (1)

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CN (1) CN201635188U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101793059A (en) * 2010-03-17 2010-08-04 西南科技大学 Cold bending thin-wall steel beam column node
CN103161247A (en) * 2013-02-17 2013-06-19 谢英俊 Fixing method and fixing mechanism used for middle beam and column of lightweight steel roof truss
CN103806672A (en) * 2014-01-21 2014-05-21 浙江天地环保工程有限公司 Reinforcing method for touched nodes of existing beam and lacing bar type lattice steel column

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101793059A (en) * 2010-03-17 2010-08-04 西南科技大学 Cold bending thin-wall steel beam column node
CN103161247A (en) * 2013-02-17 2013-06-19 谢英俊 Fixing method and fixing mechanism used for middle beam and column of lightweight steel roof truss
CN103161247B (en) * 2013-02-17 2015-11-18 谢英俊 For fixing means and the fixed mechanism of beam and column in light steel roof truss
CN103806672A (en) * 2014-01-21 2014-05-21 浙江天地环保工程有限公司 Reinforcing method for touched nodes of existing beam and lacing bar type lattice steel column

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101117

Termination date: 20110317