CN107476433A - For cylinder and the mellow and full type joint of box beam - Google Patents

For cylinder and the mellow and full type joint of box beam Download PDF

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Publication number
CN107476433A
CN107476433A CN201710706914.3A CN201710706914A CN107476433A CN 107476433 A CN107476433 A CN 107476433A CN 201710706914 A CN201710706914 A CN 201710706914A CN 107476433 A CN107476433 A CN 107476433A
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CN
China
Prior art keywords
flanged plate
box beam
mellow
perforate
cylinder
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.)
Granted
Application number
CN201710706914.3A
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Chinese (zh)
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CN107476433B (en
Inventor
罗磊
曾鹏
张明海
李义明
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Shanghai Zhenghua Heavy Industries Co Ltd
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Shanghai Zhenghua Heavy Industries Co Ltd
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Priority to CN201710706914.3A priority Critical patent/CN107476433B/en
Publication of CN107476433A publication Critical patent/CN107476433A/en
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Publication of CN107476433B publication Critical patent/CN107476433B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/246Post to post connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2472Elongated load-supporting part formed from a number of parallel profiles

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention provides a kind of for cylinder and the mellow and full type joint of box beam, it includes:Semi-circular tube short column;Perforate flanged plate is arranged on the lower end of semi-circular tube short column;Top blind flange is arranged on the upper end of semi-circular tube short column;Shape of a hoof flanged plate is arranged on the surface of semi-circular tube short column;The following of web is connected with perforate flanged plate, and the top of web is connected with top blind flange, and web and semi-circular tube short column are same high;Horizontal bar is set parallel to semi-circular tube short column short transverse, tangent with the annulus extended line of semicircle tubing string, and the upper end of horizontal bar is connected with top blind flange, and lower end is connected with perforate flanged plate;The following of the muscle of power transmission half is connected with perforate flanged plate, and two sides are connected with web and horizontal bar respectively, and upper end is free end.Inventive joint manufacturing process is simple, convenient to carry out, and joint is watched from side and top, and the joint from cylinder to box beam shows mellow and full feature, is different from the sharp-featured joint of existing application.

Description

For cylinder and the mellow and full type joint of box beam
Technical field
The present invention relates to cylinder and box beam field, more particularly to for cylinder and the mellow and full type joint of box beam, main application In large-scale steel structure product.
Background technology
In large-scale steel structure product, the post and beam of large-scale steel structure are important primary structure members usually as osteomere.Post It is primarily subjected to axial compressive force, it is contemplated that the characteristic of isotropic, be many times pipe form by post design.For beam, Concentrfated load or distributed load disposed thereon, it will usually produce larger bending stress, the more excellent structure for being designed as box section Part.
The connection of the post and beam of different cross section is complex, more at present to add form of the square-section to muscle using flanged plate, Jointing is more upright pattern, and corner angle are clearly demarcated, and gusset is more, unbalance stress.
The content of the invention
The technical problem to be solved in the present invention is to overcome the connection of the post and beam of different cross section in the prior art more The defects of complicated, there is provided a kind of for cylinder and the mellow and full type joint of box beam.
The present invention is that solve above-mentioned technical problem by following technical proposals:
A kind of mellow and full type joint for being used for cylinder and box beam, it is characterised in that described for cylinder and the mellow and full type of box beam Joint includes:
Semi-circular tube short column;
Perforate flanged plate, the perforate flanged plate are arranged on the lower end of the semi-circular tube short column;
Top blind flange, the top blind flange are arranged on the upper end of the semi-circular tube short column;
Shape of a hoof flanged plate, the shape of a hoof flanged plate are arranged on the surface of the semi-circular tube short column;
Two blocks of webs, the following of the web are connected with the perforate flanged plate, the top of the web and the top Cover plate connects, and the web and the semi-circular tube short column are same high;
Horizontal bar, the horizontal bar set parallel to the semi-circular tube short column short transverse, prolonged with the annulus of semicircle tubing string Long line is tangent, and the upper end of the horizontal bar is connected with the top blind flange, and lower end is connected with the perforate flanged plate;
The muscle of power transmission half, the following of the muscle of power transmission half are connected with the perforate flanged plate, two sides respectively with the web Connected with the horizontal bar, upper end is free end.
According to one embodiment of present invention, the semi-circular tube short column and pipe column are concentric semicircle tube section, are led to The Outboard Sections that the perforate flanged plate is crossed with the pipe column dock.
According to one embodiment of present invention, the perforate flanged plate is a flat board, and is provided with the perforate flanged plate Hole, the perforate flanged plate are divided into two parts according to shape, and the end of the perforate flanged plate is outside portion, is connected with box beam Part is inside portion.The outside semicircular in shape of the perforate flanged plate, the semicircular radius are more than the pipe column Radius;
The inside portion of the perforate flanged plate is rectangle, and the width of the rectangle is equal to the semicircular diameter.
The perforate of the perforate flanged plate has the function of insertion pipe column and joint.
According to one embodiment of present invention, the semicircle seamlessly transits to the rectangle to be tangent.
According to one embodiment of present invention, the top blind flange is a flat board, and the cover plate is divided into two according to shape Point, the end of the cover plate is Outboard Sections, and the part being connected with box beam is inboard portion, and the outside of the top blind flange is half Circle, the semicircular radius are more than the radius of the pipe column;
The inner side of the top blind flange is rectangle, and the width of the rectangle is equal to the semicircular diameter.
According to one embodiment of present invention, the shape of a hoof flanged plate is opening down, the shape of a hoof flanged plate The perforate flanged plate is connected below, and the top of the shape of a hoof flanged plate connects the top blind flange, and the shape of a hoof method Blue plate is with the semi-circular tube short column with high.
The opening direction of the shape of a hoof flanged plate, there is the function of penetrating the tubular pillar and box beam beam.
According to one embodiment of present invention, the outer side edges of the web pass through the shape of a hoof flanged plate and the semicircle Pipe short column docks.
The web or the part as the box girder web.
According to one embodiment of present invention, the horizontal bar is a plate with opening, the horizontal bar and the semi-circular tube Short column is with height, and the width of the horizontal bar is identical with the internal diameter of the semicircle tubing string, and the left and right sides of the horizontal bar connects respectively Connect the web.The perforate of the horizontal bar has the function of penetrating the joint and the box beam,
According to one embodiment of present invention, the muscle of power transmission half is two pieces of flat boards, and the muscle of power transmission half is arranged symmetrically.
According to one embodiment of present invention, it is at an acute angle between the muscle of power transmission half and the web, the muscle of power transmission half At an acute angle between the horizontal bar, the annulus extended line of the muscle of power transmission half and the semi-circular tube short column has common factor.
This is that is, the muscle of the power transmission half passes through the perforate flanged plate and pair of the inner part of the pipe column Junction overlaps as far as possible.
The positive effect of the present invention is:
The present invention is used for cylinder and the mellow and full type joint of box beam simplifies connected mode in the joint of cylinder and box beam, subtracts The usage amount of few gusset, joint stress is even suitable, and profile is mellow and full attractive in appearance.The mellow and full type joint for cylinder and box beam passes through each Component is connected with cylinder and box beam respectively, and numerical simulation analysis is passed through in joint, and stress distribution is even suitable, can be widely used in large-scale The design of connection joints of steel structure.Joint cylinder and crossbeam insertion, meet the requirement of the particular functionalities such as internal overhaul.Joint Manufacturing process is simple, convenient to carry out, and joint is watched from side and top, and the joint from cylinder to box beam shows mellow and full spy Sign, it is different from the sharp-featured joint of existing application.
Brief description of the drawings
The present invention the above and other feature, property and advantage will pass through description with reference to the accompanying drawings and examples And become apparent, identical reference represents identical feature all the time in the accompanying drawings, wherein:
Fig. 1 a are the front view that the present invention is connected for the mellow and full type joint of cylinder and box beam with pipe column and box beam.
Fig. 1 b are the top view that the present invention is connected for the mellow and full type joint of cylinder and box beam with pipe column and box beam.
Fig. 1 c are the sectional view splitted in Fig. 1 a along line A-A.
Fig. 1 d are along B to the schematic diagram of observation in Fig. 1 a.
Fig. 1 e are along C to the schematic diagram of observation in Fig. 1 a.
Fig. 2 a are the front view for the mellow and full type joint that the present invention is used for cylinder and box beam.
Fig. 2 b are the top view for the mellow and full type joint that the present invention is used for cylinder and box beam.
Fig. 2 c are the sectional view splitted in Fig. 2 a along line A-A.
Fig. 2 d are along B to the schematic diagram of observation in Fig. 2 a.
Fig. 2 e are the schematic diagram observed from right to left along paper in Fig. 2 a.
Fig. 3 a are the front view that the present invention is used for semi-circular tube short column in the mellow and full type joint of cylinder and box beam.
Fig. 3 b are the side view that the present invention is used for semi-circular tube short column in the mellow and full type joint of cylinder and box beam.
Fig. 3 c are the top view that the present invention is used for semi-circular tube short column in the mellow and full type joint of cylinder and box beam.
Fig. 4 a are the front view that the present invention is used for perforate flanged plate in the mellow and full type joint of cylinder and box beam.
Fig. 4 b are the side view that the present invention is used for perforate flanged plate in the mellow and full type joint of cylinder and box beam.
Fig. 4 c are the top view that the present invention is used for perforate flanged plate in the mellow and full type joint of cylinder and box beam.
Fig. 5 a are the front view that the present invention is used for top blind flange in the mellow and full type joint of cylinder and box beam.
Fig. 5 b are the side view that the present invention is used for top blind flange in the mellow and full type joint of cylinder and box beam.
Fig. 5 c are the top view that the present invention is used for top blind flange in the mellow and full type joint of cylinder and box beam.
Fig. 6 a are the front view that the present invention is used for shape of a hoof flange in the mellow and full type joint of cylinder and box beam.
Fig. 6 b are the side view that the present invention is used for shape of a hoof flange in the mellow and full type joint of cylinder and box beam.
Fig. 6 c are the top view that the present invention is used for shape of a hoof flange in the mellow and full type joint of cylinder and box beam.
Fig. 7 a are the front view that the present invention is used for cylinder and the mellow and full type joint median ventral plate of box beam.
Fig. 7 b are the side view that the present invention is used for cylinder and the mellow and full type joint median ventral plate of box beam.
Fig. 7 c are the top view that the present invention is used for cylinder and the mellow and full type joint median ventral plate of box beam.
Fig. 8 a are the front view that the present invention is used for horizontal bar in the mellow and full type joint of cylinder and box beam.
Fig. 8 b are the side view that the present invention is used for horizontal bar in the mellow and full type joint of cylinder and box beam.
Fig. 8 c are the top view that the present invention is used for horizontal bar in the mellow and full type joint of cylinder and box beam.
Fig. 9 a are the front view that the present invention is used for the muscle of power transmission half in the mellow and full type joint of cylinder and box beam.
Fig. 9 b are the side view that the present invention is used for the muscle of power transmission half in the mellow and full type joint of cylinder and box beam.
Fig. 9 c are the top view that the present invention is used for the muscle of power transmission half in the mellow and full type joint of cylinder and box beam.
Embodiment
For the above objects, features and advantages of the present invention can be become apparent, the tool below in conjunction with accompanying drawing to the present invention Body embodiment elaborates.
Embodiments of the invention are described with detailed reference to accompanying drawing now.It is preferable to carry out now with detailed reference to the present invention Example, its example are shown in the drawings.In the case of any possible, will be marked in all of the figs using identical to represent phase Same or similar part.
In addition, although the term used in the present invention is selected from public term, but the present invention is said Some terms mentioned in bright book are probably that applicant carrys out selection by his or her judgement, and its detailed meanings is retouched this paper's Illustrate in the relevant portion stated.In addition, it is desirable to not only by used actual terms, and be also to by each term institute The meaning that contains understands the present invention.
Fig. 1 a are the front view that the present invention is connected for the mellow and full type joint of cylinder and box beam with pipe column and box beam.Figure 1b is the top view that the present invention is connected for the mellow and full type joint of cylinder and box beam with pipe column and box beam.Fig. 1 c are in Fig. 1 a The sectional view splitted along line A-A.Fig. 1 d are along B to the schematic diagram of observation in Fig. 1 a.Fig. 1 e are along C to the signal of observation in Fig. 1 a Figure.
As shown in Fig. 1 a to Fig. 1 e, the present invention is used for the mellow and full type joint of cylinder and box beam by mellow and full type joint 10 and case Type beam 20 is attached, web docking web, flange plate docking flange plate., can be by mellow and full type joint during actual fabrication 10 is integral with joint upper and lower plates with the integral production of box beam 20, box girder web and joint web one, box beam flange plate.Box beam 20 with The one of joint 10 is welded to connect as shown in Figure 1 with pipe column 20.
The present invention is used for cylinder and the mellow and full type joint stress of box beam is simple, and Path of Force Transfer is clear and definite.Its outward appearance is mellow and full attractive in appearance, Construction technology is simple, and quality can be effectively ensured.It can be widely used in similar large-scale steel structure.
Wherein, the design section of pipe column 30 is annulus, and using large-scale tubular pillar, the ratio of its caliber and wall thickness is larger It is (general>50) larger axial force, is primarily subjected to, pipe column 30 is main bearing member in large-scale steel structure, is stood in pipe The both ends of post 30 are connected with crossbeam.
The design section of box beam 20 is rectangular hollow sections, and it is Force transmission partses, and for bearing large curved stress, design is cut Face is box-type section, and its end is connected with pipe column 30.
Fig. 2 a are the front view for the mellow and full type joint that the present invention is used for cylinder and box beam.Fig. 2 b for the present invention be used for cylinder and The top view of the mellow and full type joint of box beam.Fig. 2 c are the sectional view splitted in Fig. 2 a along line A-A.Fig. 2 d are along B to sight in Fig. 2 a The schematic diagram examined.Fig. 2 e are the schematic diagram observed from right to left along paper in Fig. 2 a.
As shown in Fig. 2 a to 2e, the invention discloses a kind of for cylinder and the mellow and full type joint 10 of box beam, it includes:Half Pipe short column 11, perforate flanged plate 12, top blind flange 13,14, two blocks of webs 15 of shape of a hoof flanged plate, horizontal bar 16 and power transmission half Muscle 17.As shown in Figure 2 a, by 14, two pieces of semi-circular tube short column 11, perforate flanged plate 12, top blind flange 13, shape of a hoof flanged plate abdomens Plate 15, horizontal bar 16 and the muscle 17 of power transmission half are welded to connect according to process, so as to form mellow and full type joint 10.
Wherein, perforate flanged plate 12 is arranged on the lower end of semi-circular tube short column 11, and top blind flange 13 is arranged on semi-circular tube short column 11 upper end, shape of a hoof flanged plate 14 are arranged on the surface of semi-circular tube short column 11, and the following and perforate flanged plate 12 of web 15 connects Connect, the top of web 15 is connected with top blind flange 13, and web 15 and semi-circular tube short column 11 are same high.Horizontal bar 16 is parallel with half The short transverse of pipe short column 11 is set, tangent with the annulus extended line of semi-circular tube short column 11, and the upper end and top of horizontal bar 16 Portion's cover plate 13 is connected, and lower end is connected with perforate flanged plate 12.Following being connected with perforate flanged plate 12 of the muscle 17 of power transmission half, two sides It is connected respectively with web 15 and horizontal bar 16, upper end is free end.
Fig. 3 a are the front view that the present invention is used for semi-circular tube short column in the mellow and full type joint of cylinder and box beam.Fig. 3 b are this Invent the side view for semi-circular tube short column in the mellow and full type joint of cylinder and box beam.Fig. 3 c are used for cylinder and box beam for the present invention Mellow and full type joint in semi-circular tube short column top view.
Such as Fig. 3 a to Fig. 3 c, with reference to shown in Fig. 2 a to Fig. 2 e, the present invention is used in the mellow and full type joint 10 of cylinder and box beam Semi-circular tube short column 11 is concentric semicircle tube section (as shown in Figure 2 a) with pipe column 30, herein the height of semi-circular tube short column 11 With box beam 20 with height, docked by perforate flanged plate 12 with the Outboard Sections of pipe column 20.Certainly, the He of semi-circular tube short column 11 Can also be variable cross-section connection between box beam 20, both different height can also realize the purpose of the application.
Semi-circular tube short column 11 can split annulus short column when making to obtain semi-circular tube short column, steel plate materialses and crane metal Main material for structure ad eundem.
Fig. 4 a are the front view that the present invention is used for perforate flanged plate in the mellow and full type joint of cylinder and box beam.Fig. 4 b are this Invent the side view for perforate flanged plate in the mellow and full type joint of cylinder and box beam.Fig. 4 c are used for cylinder and box beam for the present invention Mellow and full type joint in perforate flanged plate top view.
As shown in Fig. 4 a to Fig. 4 c, perforate flanged plate 12 is a flat board, and hole 121, perforate are provided with perforate flanged plate 12 Flanged plate 12 is divided into two parts according to shape, and the end of perforate flanged plate 12 is outside portion, and the part being connected with box beam 20 is interior Sidepiece.The outside semicircular in shape of perforate flanged plate 12, and the semicircular radius is more than the radius of pipe column 20.Perforate method The inside portion of blue plate 12 is the rectangle being connected with the semicircle, and the width of the rectangle is equal to the semicircular diameter.
The flanged plate compared with big hole 121 is provided with centered on perforate flanged plate 12, its material thickness is thicker, and outside is processed as half Circle, the radius of semicircular radius ratio pipe column are bigger.Inner side is the rectangle being connected with the semicircle, and width is equal to outer The semicircular diameter in side.It is described herein it is semicircle to rectangle be tangent seamlessly transit.
Perforate flanged plate 12 is arranged to be adapted to shape of a hoof flanged plate 14 in the present embodiment, has in the transition position of semicircle and rectangle Increase projection 122.Flanged plate central aperture 121 penetrates with post.The following and top of pipe column 30 of perforate flanged plate 12 connects Connect, inner side is connected with the bottom wing listrium of box beam 20, the bottom of the top of perforate flanged plate 12 as jointing, fixed semicircle Pipe short column 11 and other associated components.
Perforate flanged plate 12 is stocked up and made by diagram requirement, steel plate materialses and vibrative mechanism main material ad eundem.
Fig. 5 a are the front view that the present invention is used for top blind flange in the mellow and full type joint of cylinder and box beam.Fig. 5 b are this hair The bright side view for top blind flange in the mellow and full type joint of cylinder and box beam.Fig. 5 c are that the present invention is used for cylinder and the circle of box beam Moisten the top view of top blind flange in type joint.
Shown as shown in Figure 5 a to 5 c, the shape of top blind flange 13 is similar with perforate flanged plate 12, using a flat board, not perforate, Its material thickness is slightly thinner than perforate flanged plate 12.The outside of top blind flange 13 is semicircle, the semicircular radius ratio pipe The radius of column 30 is bigger.The inner side of top blind flange 13 is the rectangle being connected with semicircle, and the width of the rectangle is equal to described Semicircular diameter, the semicircle to rectangle is tangent seamlessly transits.
In order to be adapted to shape of a hoof flanged plate 14 in the present embodiment, there is increase projection 131 in semicircle and rectangle transition position. Top blind flange 13 is located at the top of jointing, and inner side is connected with the top flange plate of box beam 20.
Upper cover plate 13 is stocked up and made by diagram requirement, steel plate materialses and vibrative mechanism main material ad eundem.
Fig. 6 a are the front view that the present invention is used for shape of a hoof flange in the mellow and full type joint of cylinder and box beam.Fig. 6 b are this Invent the side view for shape of a hoof flange in the mellow and full type joint of cylinder and box beam.Fig. 6 c are used for cylinder and box beam for the present invention Mellow and full type joint in shape of a hoof flange top view.
As shown in Fig. 6 a to Fig. 6 c, shape of a hoof flanged plate 14 is used as vertical flanged plate, the opening court of shape of a hoof flanged plate 14 Under, its following 141 connection perforate flanged plate 12, the top connection top blind flange 13 of shape of a hoof flanged plate 14, and shape of a hoof flange Plate 14 is with semi-circular tube short column 11 with high.
In a thickness direction, the outer side edges of shape of a hoof flanged plate 14 are connected with semi-circular tube short column 11, inner side edge and joint Two blocks of webs 15 connect, and it is mainly used for fixing the shape of semi-circular tube short column 11 and the torsional property of joint, considers simultaneously Column and the Functional Requirement of crossbeam insertion.
Shape of a hoof flange 14 is stocked up and made by diagram requirement, steel plate materialses and vibrative mechanism main material ad eundem.
Fig. 7 a are the front view that the present invention is used for cylinder and the mellow and full type joint median ventral plate of box beam.Fig. 7 b are used for for the present invention The side view of cylinder and the mellow and full type joint median ventral plate of box beam.Fig. 7 c are that the present invention is used in the mellow and full type joint of cylinder and box beam The top view of web.
As shown in Fig. 7 a to Fig. 7 c, web 15 is two pieces of rectangular flats, and it is connected with perforate flanged plate 12 below, top It is connected with top blind flange 13, with semi-circular tube short column 11 with high.Two blocks of webs 15 open the same circle diameter of size outside shelves, web 15 Outer side edges docked by shape of a hoof flanged plate 14 with semi-circular tube short column 11.
Two blocks of webs 15 are stocked up and made by diagram requirement, steel plate materialses and vibrative mechanism main material ad eundem.
Fig. 8 a are the front view that the present invention is used for horizontal bar in the mellow and full type joint of cylinder and box beam.Fig. 8 b use for the present invention The side view of horizontal bar in the mellow and full type joint of cylinder and box beam.Fig. 8 c are that the present invention is used for cylinder and the mellow and full type of box beam connects The top view of horizontal bar in head.
As shown in Fig. 8 a to Fig. 8 c, horizontal bar 16 is a flat board, and horizontal bar 16 is with semi-circular tube short column 11 with high, horizontal bar 16 Width it is identical with the internal diameter of semi-circular tube short column 11, and the left and right sides of horizontal bar 16 connects web 15 respectively.
Horizontal bar 16 is vertically arranged, and it is connected with perforate flanged plate 12 below, and top is connected with top blind flange 13, left and right Side connects two blocks of webs 15 respectively, and the outermost distance being positioned as to semi-circular tube short column 11 is the annulus of semi-circular tube short column 11 Diameter.
Horizontal bar 16 is stocked up and made by diagram requirement, steel plate materialses and vibrative mechanism main material ad eundem.
Fig. 9 a are the front view that the present invention is used for the muscle of power transmission half in the mellow and full type joint of cylinder and box beam.Fig. 9 b are this hair The bright side view for the muscle of power transmission half in the mellow and full type joint of cylinder and box beam.Fig. 9 c are that the present invention is used for cylinder and the circle of box beam Moisten the top view of the muscle of power transmission half in type joint.
As shown in Fig. 9 a to Fig. 9 c, the muscle 17 of power transmission half is two pieces of flat boards, and the muscle 17 of power transmission half is arranged symmetrically.Meanwhile power transmission half It is at an acute angle between muscle 17 and web 15, it is at an acute angle between the muscle 17 of power transmission half and horizontal bar 16.
The following of the muscle 17 of power transmission half is connected (that is, the inside portion of the muscle 17 of power transmission half and pipe column 30 with perforate flanged plate 12 Divide to be formed by flanged plate and dock), two sides are connected (such as surrounding two triangular prisms) with web 15 and horizontal bar 16 respectively. The upper end of the muscle 17 of power transmission half is free.
Two pieces of muscle 17 of power transmission half are stocked up and made by diagram requirement, and steel plate materialses and vibrative mechanism main material are equal Level.
In summary, the present invention is used for cylinder and the mellow and full type joint of box beam simplifies company in the joint of cylinder and box beam Mode is connect, reduces the usage amount of gusset, joint stress is even suitable, and profile is mellow and full attractive in appearance.It is described to be used for cylinder and the mellow and full type of box beam Joint is connected with cylinder and box beam respectively by each component, and numerical simulation analysis is passed through in joint, and stress distribution is even suitable, can be extensively Design applied to large-scale steel structure connecting node.Joint cylinder and crossbeam insertion, meet the particular functionalities such as internal overhaul Requirement.Joint manufacturing process is simple, convenient to carry out, and joint is watched from side and top, the joint table from cylinder to box beam Reveal mellow and full feature, be different from the sharp-featured joint of existing application.
Although the foregoing describing the embodiment of the present invention, it will be appreciated by those of skill in the art that these It is merely illustrative of, protection scope of the present invention is defined by the appended claims.Those skilled in the art is not carrying on the back On the premise of principle and essence from the present invention, various changes or modifications can be made to these embodiments, but these are changed Protection scope of the present invention is each fallen within modification.

Claims (10)

  1. It is 1. a kind of for cylinder and the mellow and full type joint of box beam, it is characterised in that the mellow and full type for cylinder and box beam connects Head includes:
    Semi-circular tube short column;
    Perforate flanged plate, the perforate flanged plate are arranged on the lower end of the semi-circular tube short column;
    Top blind flange, the top blind flange are arranged on the upper end of the semi-circular tube short column;
    Shape of a hoof flanged plate, the shape of a hoof flanged plate are arranged on the surface of the semi-circular tube short column;
    Two blocks of webs, the following of the web are connected with the perforate flanged plate, the top of the web and the top blind flange Connection, and the web and the semi-circular tube short column are same high;
    Horizontal bar, the horizontal bar are set parallel to the semi-circular tube short column short transverse, the annulus extended line with semicircle tubing string It is tangent, and the upper end of the horizontal bar is connected with the top blind flange, lower end is connected with the perforate flanged plate;
    The muscle of power transmission half, the following of the muscle of power transmission half are connected with the perforate flanged plate, two sides respectively with the web and institute Horizontal bar connection is stated, upper end is free end.
  2. 2. the mellow and full type joint for cylinder and box beam as claimed in claim 1, it is characterised in that the semi-circular tube short column with Pipe column is concentric semicircle tube section, is docked by the perforate flanged plate with the Outboard Sections of the pipe column.
  3. 3. the mellow and full type joint for cylinder and box beam as claimed in claim 1, it is characterised in that the perforate flanged plate is One flat board, and hole is provided with the perforate flanged plate, the perforate flanged plate is divided into two parts, the perforate flange according to shape The end of plate is outside portion, and the part being connected with box beam is inside portion.The outside semicircular in shape of the perforate flanged plate, described half Circular radius is more than the radius of the pipe column;
    The inside portion of the perforate flanged plate is rectangle, and the width of the rectangle is equal to the semicircular diameter.
  4. 4. as claimed in claim 1 for cylinder and the mellow and full type joint of box beam, it is characterised in that described semicircle to described Rectangle seamlessly transits to be tangent.
  5. 5. as claimed in claim 1 for cylinder and the mellow and full type joint of box beam, it is characterised in that the top blind flange is one Flat board, the cover plate are divided into two parts according to shape, and the end of the cover plate is Outboard Sections, and the part being connected with box beam is interior Side part, the outside of the top blind flange is semicircle, and the semicircular radius is more than the radius of the pipe column;
    The inner side of the top blind flange is rectangle, and the width of the rectangle is equal to the semicircular diameter.
  6. 6. as claimed in claim 1 for cylinder and the mellow and full type joint of box beam, it is characterised in that the shape of a hoof flanged plate Opening down, the perforate flanged plate of connection below of the shape of a hoof flanged plate, the top of the shape of a hoof flanged plate connects The top blind flange is connect, and the shape of a hoof flanged plate and the semi-circular tube short column are same high.
  7. 7. as claimed in claim 1 for cylinder and the mellow and full type joint of box beam, it is characterised in that the outer side edges of the web Docked by the shape of a hoof flanged plate with the semi-circular tube short column.
  8. 8. as claimed in claim 1 for cylinder and the mellow and full type joint of box beam, it is characterised in that the horizontal bar is opened for one Hole plate, the horizontal bar is with the semi-circular tube short column with high, the internal diameter phase of the width of the horizontal bar and the semicircle tubing string Together, and the left and right sides of the horizontal bar connects the web respectively.
  9. 9. as claimed in claim 1 for cylinder and the mellow and full type joint of box beam, it is characterised in that the muscle of power transmission half is two Block flat board, the muscle of power transmission half are arranged symmetrically.
  10. 10. the mellow and full type joint for cylinder and box beam as claimed in claim 9, it is characterised in that the muscle of power transmission half with It is at an acute angle between the web, at an acute angle between the muscle of power transmission half and the horizontal bar, the muscle of power transmission half and the semicircle The annulus extended line of pipe short column has common factor.
CN201710706914.3A 2017-08-17 2017-08-17 Rounded joint for cylinders and box girders Active CN107476433B (en)

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CN107476433B CN107476433B (en) 2023-04-14

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1120743A (en) * 1965-08-05 1968-07-24 Kubota Ltd Improvements in and relating to building structural assemblies and load-bearing building units
CN2399464Y (en) * 1999-07-14 2000-10-04 王志林 Steel structure building slab
CN2700427Y (en) * 2004-05-20 2005-05-18 上海拜特钢结构设计有限公司 Perforated diaphragm plate type round column beam connection node structure
CN204199440U (en) * 2014-07-02 2015-03-11 山东科技大学 The node structure that a kind of concrete column is connected with girder steel
CN104499575A (en) * 2014-11-24 2015-04-08 湖北弘顺钢结构制造有限公司 Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column
CN105714939A (en) * 2016-04-13 2016-06-29 长安大学 Steel pipe concrete column-steel beam outer separation plate type node structure and construction method thereof
CN105863075A (en) * 2016-04-17 2016-08-17 北京工业大学 Cover plate weakening type assembly type wave web beam-column joint connection device
CN105926773A (en) * 2016-05-15 2016-09-07 北京工业大学 Assembly type single-flange beam column bolt joint connecting device provided with cover plates
CN205617562U (en) * 2016-01-26 2016-10-05 西安理工大学 Steel structure beam column joint assembled connection structure
JP2017075485A (en) * 2015-10-14 2017-04-20 株式会社竹中工務店 Structure for reinforcing steel-pipe column
CN206189595U (en) * 2016-11-10 2017-05-24 山东科技大学 Connecting elements of steel -pipe column and girder steel

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1120743A (en) * 1965-08-05 1968-07-24 Kubota Ltd Improvements in and relating to building structural assemblies and load-bearing building units
CN2399464Y (en) * 1999-07-14 2000-10-04 王志林 Steel structure building slab
CN2700427Y (en) * 2004-05-20 2005-05-18 上海拜特钢结构设计有限公司 Perforated diaphragm plate type round column beam connection node structure
CN204199440U (en) * 2014-07-02 2015-03-11 山东科技大学 The node structure that a kind of concrete column is connected with girder steel
CN104499575A (en) * 2014-11-24 2015-04-08 湖北弘顺钢结构制造有限公司 Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column
JP2017075485A (en) * 2015-10-14 2017-04-20 株式会社竹中工務店 Structure for reinforcing steel-pipe column
CN205617562U (en) * 2016-01-26 2016-10-05 西安理工大学 Steel structure beam column joint assembled connection structure
CN105714939A (en) * 2016-04-13 2016-06-29 长安大学 Steel pipe concrete column-steel beam outer separation plate type node structure and construction method thereof
CN105863075A (en) * 2016-04-17 2016-08-17 北京工业大学 Cover plate weakening type assembly type wave web beam-column joint connection device
CN105926773A (en) * 2016-05-15 2016-09-07 北京工业大学 Assembly type single-flange beam column bolt joint connecting device provided with cover plates
CN206189595U (en) * 2016-11-10 2017-05-24 山东科技大学 Connecting elements of steel -pipe column and girder steel

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