CN1623023A - Building frame structure - Google Patents
Building frame structure Download PDFInfo
- Publication number
- CN1623023A CN1623023A CN02828574.3A CN02828574A CN1623023A CN 1623023 A CN1623023 A CN 1623023A CN 02828574 A CN02828574 A CN 02828574A CN 1623023 A CN1623023 A CN 1623023A
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- China
- Prior art keywords
- column piece
- crossbeam
- column
- supporting leg
- parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2409—Hooks, dovetails or other interlocking connections
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2496—Shear bracing therefor
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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)
- Rod-Shaped Construction Members (AREA)
Abstract
Column, beam and cross-bracing building frame structure and methodology. The column features an assembly of plural elongate angle-iron-like components held apart by spacers which establish laterally facing recesses between spaced, confronting legs for receiving the modified, inserted ends of the central webs in beams, and the ends of cross braces. Regions of the end-to-end, vertically-stacked joinder between two columns take the forms of compact, friction-bound splices created through and with the inserted ends of beams' central webs. Columns in a frame can respond to severe loads with a certain amount of beneficial individual load-handling promoted and provided by the plural angle-iron-like components, and with modest, reversible frictionally resisted energy-dissipating longitudinal motions relative to one another. Such loading is also resisted by reversible, frictional relative motion in the splices between beams and columns. Similar friction connections are provided between cross-connected beams.
Description
Background technology and summary of the invention
The present invention relates to building frame construction, relate in particular to cylinder, crossbeam, cross support and the interconnection structure of the uniqueness that can in this structure, use.Here will show and describe a most preferred embodiment of the present invention, its method of operating and several shown in variation instance.
The present invention proposes a kind of novel lengthening column structure, this column structure is assembled by the angle-iron-like components of a plurality of lengthenings, by bolt these parts and therebetween separator is connected as a single entity, and wherein separator helps to define the final structure of column piece.In a preferred column embodiment of the present invention, four this angle-iron-like components have been used, in general each in these parts all has lengthening, the right angle, the form of the angle bar tee section identical with ordinary construction, and cross separator (one or more) is separated between these parts and with them.These four extending parts are arranged in such a way, that is, their supporting leg basically from the major axis of the column piece that assembles with the star fashion radiation.One supporting leg of each supporting leg of each angle-iron-like components and adjacent these parts in opposite directions and right.
These angle-iron-like components and one or more separator couple together by nut-bolt, have formed a frictional interface at these interelements.According to the tensioning degree that this connection has, can regulate the degree that friction connects.The assembling of angle-iron-like components and separator has been connected to form a cylindrical member that is generally cross (cross section).Each cylindrical member also is called a column structure or a column piece here.
In the given this cylindrical member, space or groove are contained in apparent zone between the relative supporting leg of a column piece that assembles.In a building frame construction,, use these grooves to admit the improved insertion end regions (elongated area) of the central-web in the lengthening i beam according to a best mode of the present invention.In a most preferred embodiment, these grooves also hold the end of cross hang part, and wherein each cross hang part all has the form of straight metallic piece.Improved i beam partly obtains to produce a central-web extension by lower flange removal one is short from it.Bolt hole or opening on the flange of the suitable angle-iron-like components that is arranged on column piece and the end, central-web extension of crossbeam cooperate the fixedly assembling of finishing between a column piece and a crossbeam with nut-bolt assembly.In this column/transverse beam assembly, column piece and crossbeam directly are bonded with each other by a frictional interface, and its degree that is frictionally engaged can be utilized the adjustment of nut-bolt.
For interconnecting of this column piece/crossbeam, the opening of lowest part that is arranged on the web end-boss place of i beam has a claw form of opening downwards, a frame structures fast, in the initial assembling, this claw extends into opening or the recessed zone between the flange of column piece.Under the influence of gravity, expose and towards the claw of below tangle and frame at the nut-bolt assembly of a prepackage, the wherein bar portion of the bolt effect that extends through and come a clamp across the zone between pair of flanges, claw can be positioned on this clamp and to reach gravity stable.This location has been introduced the initial stability of assembled framework apace, and plays the effect of the correct relative of indication column piece and crossbeam.
Will be appreciated that preferred forms of the present invention can be modified and may realize in some applications.For example, column piece can be formed by three rather than four extending parts.For the column piece that only has three this parts, the interior angle between the supporting leg of these elements advances around the major axis of column piece, can be 120 °-120 °-120 °, 135 °-139 °-90 ° or 180 °-90 °-90 °.Explanation to these combinations here only is used for illustrating and can't enumerating.
Another improvement part comprises the structure and the structure of cross-brace.This structure can be the form of a for example right angle angle bar, the form of a tube-like piece, or the form of a weld assembly that is made of dull and stereotyped and angle bar.Explanation to these combinations here only is used for illustrating and can't enumerating.
Although the column piece of usefulness component-assembled that can different length constructed in accordance, this length are mainly selected by the designer, special exhibition and two kinds of different length are discussed here.Main one is that length is the column piece of the typical case's two floor height in the multistory building among these two length.Another length is the length that column piece has the first floor height haply.What each column piece was from beginning to end is stacked to form the vertical column piece stacked body of lengthening, and this column piece stacked body has been determined the height of whole building framework.
According to an interesting feature of the present invention, two column piece stacked bodies are butt end to end, and this butt is present in the position of an expection story height of final building substantially.In this position, according to special feature of the present invention, between the stacked columns of these ends connections, produce a direct structure cohesion, this linking is to set up by the elongated area, end of the central-web of nut-bolted crossbeam.Therefore, according to the present invention, crossbeam is connected as the connection between the adjacent stacked column piece with structure between column piece and is connected part.The tensioning degree that is incorporated in the nut-bolt assembly of linking has been controlled the degree that is frictionally engaged that exists between crossbeam and column piece.
According to another interesting feature of the present invention, a kind of peculiar methods is provided, this method is to introduce the method for vertical plane cross support in a plurality of vertical rectangular areas, and wherein these rectangular areas are crossed over by the column piece that a pair of crossbeam that vertically separates and a pair of level separate.Although it is can be, wherein a kind of very useful and what here show is intersection and the common straight steel bar that supports this interval with different specific features as the cross support structure.The two ends of these steel poles are fixed on the groove between the opposing flanges of angle-iron-like components of column piece with the Luo bolt.
Can see clearly that from following detailed and accompanying drawing effect and the power transmitted are positioned at the perpendicular by the center longitudinal axis of column piece and crossbeam between the column piece of a building structure formed according to the present invention and crossbeam.Therefore, as desired, the load manipulation is carried out the center between adjacent link basically.Power by the transmission of cross support element also is located substantially in the same plane.
Nut-bolt, i.e. the present invention proposes is used between elongated column piece and separator and crossbeam is connected permission limited amount relative slip between these parts under some specific load environment with the frictional interface that interconnects the zone between column piece.The load bearing capacity of building framework structure has been strengthened in this slip, and provides certain quantity of energy consumption with the form of harmless heat.
Detailed description of the present invention given below will clearly illustrate specific characteristic and the advantage of the present invention aspect several.
The another kind design that the present invention proposes has comprised that a kind of beam of striding that is positioned between laterally adjacent horizontal gird central region connects.The connector that has through hole is screwed to and passes the central-web of adjacent beams, and have some and can be used as some identical feature of flange end zone of the column piece that is connected part, to allow to install the beam of striding of lengthening, this beam is connected between crossbeam and the crossbeam, and is positioned at a pair of column piece position intermediate.
Summary of drawings
Fig. 1 is the schematic rod member figure of the part of a building frame construction constructed according to the invention.
Fig. 2 is the upper part view of a column piece constructed according to the invention, and is used in the building frame construction shown in Figure 1.
Fig. 3 be part shows among Fig. 2 column piece top axial view.
Fig. 4,5A have shown the cylinder separator that is used in cylinder among Fig. 2 and Fig. 3 with 5B respectively in the mode of separating and have formed each parts of this separator.
Fig. 6 is the partial isometry figure of the i beam of a particular configuration used according to the invention.
Fig. 7 is the partial isometry figure of the grooved crossbeam of a particular configuration.This beam also can use according to the present invention.
Fig. 8 is the partial view that shows interconnection structure, and this interconnection structure is present between stacked columns and crossbeam in the frame construction of Fig. 1, and between the cross-brace at column piece and diagonal angle.
Fig. 9 is the partial view that is presented at assembling in detail and connects the initial step of crossbeam and a pair of stacked columns.
Figure 10 shows roughly the equidistant zoomed-in view of parts as shown in Figure 9.
Figure 11 is presented at the schematic diagram of the completed linking connection status between two crossbeams and a pair of stacked columns.
Figure 12 is the view of cutting open along the hatching 12-12 among Figure 11.
Figure 13 is a view closely similar with Fig. 9, and difference is the position between the vertical centering control that is positioned at the column piece two ends that interconnects between crossbeam and column piece that is shown here.
Figure 14 is the view that shows a board structure that uses the column piece stacked body lower end that occurs in the building frame construction of Fig. 1.
Figure 15 is and the similar a part of view of Fig. 2, and it has shown a feature of the present invention, promptly the angle-iron-like components in cylinder can be independent with respect to the separator (not shown) in another angle-iron-like components and this cylinder, longitudinally move.
Figure 16 and 17 is views of a common rectangular tubular cylinder of comparison one and an X-shape cylinder constructed according to the invention, thereon fixing of the interior wall structure that they hold building in a different manner.
Figure 18 and 19 and Fig. 3 similar, difference is that shown is two kinds of different improved forms of cylinder of the star-shaped cross-section of an assembling constructed according to the invention.
Shown to Figure 20 part an end that the intersection crossbeam connects.
Figure 21 and 22 has shown two kinds of different cross sections that change form of cylinder constructed according to the invention.
Figure 23-25 has shown that the various of cross-brace change form.
The specific embodiment
Refer now to accompanying drawing, at first referring to accompanying drawing 1-5B, what represent among Fig. 1 is a sections part 21 of a multistory building frame structures constructed according to the invention.In frame structures 21, shown four column piece stacked bodies 22,24,26 and 28, each column piece stacked body is made of a plurality of elongated column pieces of rank that connect constructed according to the invention that are end-to-end.Terminology used here " column piece stacked body " is meant the column piece that a plurality of ends connect, and used speech " column piece " representative single column piece body constructed according to the invention.In order to show typical multifunctionality provided by the invention, two kinds of dissimilar column pieces-double-deck building column piece and individual layer building column piece in these column piece stacked bodies, have been shown.
Three column pieces in the stacked body 22 show with 30,32 and 34.As what will describe in more detail subsequently, the upper end 32a of column piece 32 is connected to the lower end of column piece 30, and the lower end 32b of column piece 32 is connected to the upper end of column piece 34.Column piece 30 (only partly showing) and 32 is two floor column pieces (degree of being good at L), and column piece 34 is individual layer building column piece (degree of being good at I).Another column piece is represented with 35 in Fig. 1 specially.This column piece structure with column piece 32 in fact is identical.
Extending between several column piece stacked bodies shown in Figure 1 and being connected on these stacked bodies is the crossbeam of many levels, as three crossbeams with 36,38 and 40 expressions.Distance between adjacent two in these three crossbeams is identical, and has the spacing of the first floor height of frame structures 21.In Fig. 1, crossbeam 36 is connected (below will make an explanation) to the column piece stacked body with the place of being end-to-end of its near-end between column piece 30,32.In Fig. 1, crossbeam 38 is connected to the vertical centre place of the opposite end (top and bottom) of column piece 32 with its near-end.In Fig. 1, crossbeam 40 is connected to the place of being end-to-end between the column piece 32,34 with its near-end.Just as will be explained, it is slightly different that the end of above-mentioned crossbeam 36,40 near-end that is connected to mode on the column piece in the column piece stacked body 22 and Fig. 1 middle cross beam 38 is connected to the mode of the center between two ends up and down of column piece 32.
As shown in fig. 1, have a plurality of bigger stains.These stains are represented the position of separator or separation structure, and these separators or separation structure have formed the part-structure of a plurality of column pieces that use in the frame structures.What for example, 42,44 places showed among Fig. 1 is two stains (separator) that constitute the part of column piece 32.These two points have shown the position of separation in structure 21 in the column piece 32, and it is positioned at the midpoint of floor haply.Therefore, point 42 is represented the separator in the column piece 32, and this separator normally vertically is positioned at the center of 36,38 on crossbeam.Point 44 with and the column piece 32 of representative in separators normally vertically be positioned at the center of 38,40 on crossbeam.Stain 45 is represented the separator in the individual layer building column piece 34, and this separator normally vertically is positioned at the vertical centre place at the two ends up and down of crossbeam 34.Being end-to-end between the vertical adjacent column piece of hollow dots representative in each column piece stacked body among Fig. 1.
Fig. 2 and Fig. 3 show the structure of column piece 32 in greater detail, and many other structures in the various column pieces that use in the column piece stacked body shown in Figure 1.Column piece 32 has four elongated angle-iron- like components 46,48,50 and 52 here.These angle-iron-like components are parallel to each other basically, and are parallel to the central longitudinal axis 32c of column piece 32.In the parts 46,48,50 and 52 each all has a right angle cross section, and this right angle cross section is formed as supporting leg 46a, 46b in the parts 46 by the supporting leg that intersects angularly.These supporting legs converge an elongated linear corner such as turning 46c.Turning 46c next-door neighbour axis 32c is also in parallel basically.
As shown in the figure, column piece 32 has the cross-sectional structure of a cross shaped head usually, and it forms in such a way, that is, make in the angle-iron-like components each supporting leg basically from axis 32c laterally to external radiation (star).Every each supporting leg in each angle-iron-like components separates with a supporting leg of next adjacent angle-iron-like components, faces with each other and be substantially parallel.
As shown in Figure 2, be provided with the through hole of alignment at the upper area 32a of column piece 32, such as the through hole 54 that is arranged on the flange 46b.Just as will be explained, these through holes are used to connect the crossbeam such as crossbeam 36, and are used to be connected the bottom side such as the upper beam of crossbeam 30.
The position of the stain 42,44 among the Fig. 1 that mentions in front is provided with the separator that is made of two parts of cross shaped head, such as the different separators 42 that show in Fig. 3-5B.This separator 42 is made of the parts of two same structures, and one of them is the 42a that shows separately in Fig. 5 A, and another is the 42b that shows separately in Fig. 5 B.These partition members have central notch, make them to be assembled together as Fig. 4, and parts 42a, 42b stretch out the part be provided with through hole, such as the hole 56 that is presented among the parts 42b.
In each column piece, angle-iron-like components, separate one or more separators of these parts and nut-bolt assembly that all things are held together (and relevant through hole) and contain mutually in such a way, promptly have a frictional interface with the corresponding location of each separator.This interface can allow to have the relative longitudinal motion (along the long axis direction of column piece) of a certain small amount between these elements.Be introduced into tightness in nut-bolt assembly and determined the degree that is frictionally engaged, thus this to be frictionally engaged be can select and adjustable.The importance of this feature of the present invention will be described in greater detail below.
A column piece that assembles, as column piece 32, be four to each other as mentioned above and the form that fits together of the angle-iron-like components at the right angle arranged of the modes that show, and keep together by nut-bolt assembly, wherein nut-bolt assembly is clamped in these angle-iron-like components on the separator such as separator 42,44.The result of this structure has along horizontal outside opening or the groove of the length of column piece 32, and the interval that exists between these openings or the groove part ground relative supporting leg by angle-iron-like components constitutes.
These grooves are used to hold the extension end such as the central-web of crossbeams such as crossbeam 36,38,40 here, and this will be described below.
Temporarily turn to Figure 15, herein, the angle-iron-like components the 46,48,50, the 52nd that part shows, separated parts.In Figure 15, dotted line 60 and dotted arrow 62 shown angle-iron-like components 48 from its with respect to the solid outline position of other three angle-iron- like components 46,50,52 slightly to top offset.Similarly, double dot dash line 64 and double dot dash line arrow 66 have shown the displacement that angle-iron-like components 50 makes progress with respect to parts 46,48,50.These shift positions of parts 48,50 have been exaggerated in Figure 15.So do is in order to clearly illustrate a feature of the present invention (front was mentioned), promptly, these redundancies that are built among the fastening area between angle-iron-like components and distance piece are so work, promptly column piece 32 is produced under the crooked harsh loading condiction, thereby in fact angle-iron-like components wherein can mobilely slightly relative to one another there be point image to work as individual components.This moving in the zone that these elements contact with each other produces friction, catabiotic decelerating effect.This ability of column piece constructed according to the invention provides a kind of like this column piece, and promptly this column piece can play the effect of the thermal energy consumption device of the vibrations of absorption to the building framework.
Referring now to Fig. 6,, 7,18 and 19, from Fig. 6, it is with 36 ends that partly shown above-mentioned crossbeam 36.Crossbeam 36 comprises a central-web 36a and last lower flange 36b and 36c.As shown in the figure, one of flange 36b and 36c short part has been removed with generation and has exposed the extension 36d that comes from central-web 36a.
Shown with 68 among Fig. 7 and be used for another beam structure of the present invention.Crossbeam 68 is made into by a kind of common channel element, and this channel element has a central-web 68a and last lower flange 68b and 68c.The end of last lower flange is removed as shown in figure, obtains and exposes an extension 68d who comes from central-web 68a.Extension 36d among extension 68d and above-mentioned Fig. 6 is similar, also comprises three through hole 68e and a through hole shape claw 68f.Needn't more describe, just can know how to substitute i beam 36 with groove shape crossbeam 68.
Figure 18 and 19 has shown the improved form of star-shaped cross-section column structure constructed according to the invention.Show a column piece 70 in Figure 18, this column piece 70 has a kind of three limit structures that formed by angle-iron- like components 72,74,76. Parts 72,74,76 comprise the paired slender leg that intersects at a certain angle, and such as supporting leg 72a and 72b, they are an elongated linear corner handing-over such as turning 72c, and wherein this turning is arranged essentially parallel to and leaves slightly the major axis 70a of column piece 70.In the ad hoc structure that Figure 18 shows, each interior angle between paired supporting leg in three angle-iron-like components is approximately 120 degree.
Suitable separator structures, the parts 72,74 of column piece 70 with 76 with 78 separators that show to work such as the identical mode of the separator between the column piece parts of parts 46,48,50 and 52 42 with aforementioned.Being connected also between separator and angle-iron-like components is connected similar with column piece 32 aforementioned.
In Figure 19, shown another kind of column structure 80, have with Figure 18 in column piece 70 similar a kind of three limit structures of showing.For the purpose of simplifying, the same set of reference number that is used for several parts of column piece 70 in the accompanying drawing 18 also is used for the similar position and similar parts of the column piece 80 of Figure 19.The main difference that column piece 80 and column piece are 70 is that in column piece 80, the supporting leg that intersects at a certain angle of two angle-iron-like components has the interior angle of about 135 degree, and the supporting leg of the 3rd angle-iron-like components has the interior angle of about 90 degree.
Go back to Fig. 8-12 now, Fig. 8 shows the details in the zone that comprises column piece 30,32 and crossbeam 36,38 in the building structure 21 in greater detail.In the figure, column piece and crossbeam fit together to each other fully, the end regions 36d of its middle cross beam 36 has produced the end to end convergence between the column piece 30 and 32, and the end regions of crossbeam 38 is connected to the longitudinal center's location between the two ends that are located substantially on column piece 32 by nut-bolt assembly.Should remember that column piece 32 has basically the length across two floor sizes of frame structures 21.As shown in Figure 8, nut-bolt pattern with four nut-bolt assemblies is used in the join domain of 38 on column piece 30,32 and crossbeam.At the join domain of 38 on column piece 32 and crossbeam, it is between column piece and is not connected, and four nuts-bolt pattern that the end of crossbeam 36 also utilizes nut-bolt assembly to constitute is connected to the supporting leg of column piece parts 46,48.Like this, comprise three through holes and a claw down at the end of crossbeam 36 join domain.Similarly, the end regions at crossbeam 38 also comprises three through holes and a claw down.
As shown in Figure 8, cross support structure comprises the cross-brace 82,84 of a pair of member structure.These two cross-brace are across the rectangular area that is made of crossbeam 36,38 and column piece 32,35.The end of these two cross-brace extends through and between the spaces/recesses between the supporting leg of angle-iron-like components, and suitably is fixed on the there by being arranged in Fig. 8 with the nut-bolt assembly of 86,88 location that show.Cross-brace 82,84 is located substantially in the same plane with the major axis of crossbeam 36,38 and the major axis of column piece 32.
Fig. 9 has shown the situation of each parts before crossbeam 36 and column piece 30,32 interconnect.In the solid line part of Fig. 9, the upper end of column piece 32 initially is provided with one nut-bolt assembly 90, and the bar portion of bolt extends through one of bottom in the through hole that is arranged on the angle-iron-like components 46,48.Column piece 30 does not also occupy its solid line position in Fig. 9, but is arranged in the chain-dotted line position that certain intervals is upwards arranged of Fig. 9.
The end of crossbeam 36 comprises central-web extension 36d, and it is towards the groove of 46,48 of angle-iron-like components and enter a correct position shown in curved arrow 92.This comprises that extension 36d is in the insertion of 46,48 of parts and utilize gravity that hook 36f is hooked on the shank of bolt of nut-bolt assembly 90.
Crossbeam 36 location make its major axis be substantially perpendicular to the major axis of column piece 32 then, and column piece 30 is lowered into its position shown in the solid line in Fig. 9.After this operation took place, the arrays of openings that is arranged on crossbeam extension 36d, column piece 32 upper ends and column piece 30 lower ends was in alignment, thus allow nut-bolt assembly with respect to shown in other through hole insert and tighten.
This has obtained the assembling that a column piece 30,32 and 36 on crossbeam have been finished, and the web extension 36d of its middle cross beam 36 has produced a linking between the abutting end of column piece 30,32.This situation clearly illustrates in Figure 11 and 12.Figure 10 also is of value to this situation of explanation, and what show in the figure is the situation that top column piece 30 is reduced to upper end these parts before of column piece 32 downwards.That uses is used to produce crossbeam 36 and column piece 30, a plurality of nut-bolt assemblies of 32 mutual linking are suitably tightened, set up being bonded with each other of friction of expected degree, being bonded with each other of this friction directly is present between the apparent surface of crossbeam 36 and column piece 30,32.
Figure 13 has shown the interconnective same process between the vertical middle part that occurs in crossbeam 38 and column piece 32.
Finish the description to content displayed in each accompanying drawing now, Figure 14 has shown a board structure 94 that is used in the frame structures 21, and it is adjacent with base portion such as the different column piece stacked bodies of column piece stacked body 22.These board structures are connected to stacked body on the basic (not shown) effectively.Board structure 94 comprises that one is generally the plate 96 of level, is welded with a chi structure 98 on plate 96 upper surfaces.This chi structure is identical with separator 42 a basically separator structures.This chi structure is accepted the lower end of the bottom column piece in the stacked body 22, and the relative separated supporting leg of this column piece utilization holds this chi structure in its lower end.Suitable nut-bolt assembly (not shown) is fixed on these parts on this board structure.
Figure 16 and 17 has schematically shown others of the present invention.In these two figure, used a mode that compares to show its difference especially, promptly using under the common rectangular tubular column piece (Figure 16) and the different situations of use according to an X-shape column piece (Figure 17) of the present invention, it is present in the wall (having thickness W) that the corner at a building converges and locates.
In Figure 16, square cross section column piece 100 and four interior wall structure 102,104,106 and 108 of a common hollow, rectangular have been shown.It should be noted that if use wall construction, outside the turning of column piece 100 will give prominence to and be exposed to wall thickness shown in Figure 17.In order not make these turnings outstanding, then must increase wall thickness, and the wall thickness that increases will change reducing of the interior usable floor space of a building of finishing into.
As shown in Figure 17, it has shown the horizontal circumference profile of the cross section of a column piece 32, these identical wall constructions 102,104,106,108 gather together in such a way, that is, what their turning can be owing to any position of column piece is outstanding and destroyed.
In Figure 20, shown that partly the beam of striding between a pair of orthogonal crossbeam 110,112 connects (only having shown an end), its middle cross beam 110,112 can form the part of frame structures 21 among Fig. 1.Especially, the longitudinal center zone of crossbeam 110 has two (passing through bolt) is connected to the right-angle connector of its central-web 110a both sides, such as that to being contained in connector 114,116 wherein.Connector 114,116 comprises parallel supporting leg 114a, the 116a that separates respectively, they basically with the supporting leg of aforementioned angle-iron- like components 46,48,50 and 52 between the identical spacing of the spacing that is provided with separate (as shown in the figure).
Comprise such as two four through holes and being arranged on supporting leg 114a, the 116a with 118 holes that show.A nut-bolt assembly 120 is configured in the nethermost relative through hole, and the bar portion of bolt is across the zone between supporting leg 114a, the 116a.
Partly show but also do not connect be, be provided with the end of crossbeam 112 of the central-web extension 112a of band through hole, wherein nethermost through hole is actually a claw 112b similar to aforementioned claw 36f.The complete connection of crossbeam 110,112 is finished to connect identical mode with above-mentioned column piece-crossbeam basically.
Figure 21 has shown a cross section that is used for the improved column piece 130 of elongated member, and this column piece comprises the angle-iron-like components 134,136 at a flat board 132, two right angles.A separator structures of using with these parts shows with 138.
Figure 22 has shown the column piece 140 with another improved shape of cross section, and this column piece comprises the angle-iron-like components 144,146 at a channel 142, two right angles.A separator structures of using with these parts shows with 148.
Figure 23 has shown an improved cross support structure 150, and it is by welding together composition with dull and stereotyped 152 and one angle bar 154.
Figure 24 has shown another improved form 156 of cross support structure, and it has the shape of common right angle angle bar.
Figure 25 has shown another improved form of cross support structure, and it has the tubular structure of a straight line.
All shown at present and described specific characteristic of the present invention.Column piece of the present invention and beam part, it can use the cross section members of typical construction easily to constitute, with allow can be easily, accurately assemble on the spot and construct intuitively with extremely.Nut-bolt connection piece is dressed up all things that building framework is required by these component groups basically exactly, sets up all required connection and joints, and does not need to use welding.Join domain between column piece and the crossbeam is of crucial importance, has produced the linking of the carry load between adjacent column piece at vertical stacking in this place's beam-end.Similarly connection also is present between crossbeam and the crossbeam.Column piece with multicompartment assembling of various different feasible configurations has the gravity overlay area that is significantly less than comparable gravity carrying tubular columns.Interconnective column piece, crossbeam and cross connecting structure transmit and the control load in the same perpendicular that comprises the longitudinal axis separately.Relative motion, energy consumption, friction connect and are present in: (a) in the column piece, (b) between column piece, crossbeam and the cross-connect and (c) from the crossbeam to the crossbeam, to provide suitable and wide in range reaction to the fierce load that is delivered to building.
Claims (14)
1. the column piece of a slim-lined construction, this column piece has at least one end, this end is configured to form with the same side of another identical column piece and is end-to-end, and wherein this linking results from and pass through the end regions of the central-web of an elongate beam, and described column piece comprises:
A plurality of elongated angle-iron-like components, each parts have a pair of slender leg that engages at a certain angle;
Be positioned at and be fixed on the separator structures of center of the opposite end of described angle-iron-like components, this separator is located described parts in such a way, promptly, length direction along column piece, each supporting leg separates with a supporting leg of adjacent component, relative and substantially parallel, and the distance between wherein relative supporting leg has the size relationship that is matched in clearance with respect to the thickness of the middle part belly plate of crossbeam, and its middle cross beam will be connected on the column piece by a bridging mode; And
At described at least one end regions, linking-contained structure is formed in the described supporting leg, its crossbeam-linking that is fit to a similar end of described at least one end of generation and similar column piece is connected, utilize this connection to obtain a kind of like this situation, that is, the tip-clearance of crossbeam central-web is engaged in the space between relative supporting leg.
2. column piece according to claim 1 is seen along its long axis direction, has the horizontal cross-sectional profiles of the cross shaped head of being generally.
3. column piece according to claim 1 is seen along its long axis direction, has the horizontal cross-sectional profiles that is generally cross shaped head by described supporting leg definition, and wherein supporting leg is positioned at the plane that extends radially outwardly from the major axis of column piece.
4. according to claim 1,2 or 3 described column pieces, described angle-iron-like components and described separator structures are screwed in together with bolt.
5. according to claim 1,2 or 3 described column pieces, described linking-contained structure comprises a plurality of through holes that hold bolt.
6. column piece according to claim 1 is seen along its long axis direction, has the outward appearance by the star-like radial of described flange limit usually.
7. slim-lined construction column piece comprises:
A major axis, and a plurality of elongated member, these parts effectively link together to each other usually abreast, and have a kind of like this form, promptly allow to produce reversible normally relatively moving longitudinally to each other at these parts in limited range.
8, column piece according to claim 7, adjacent component in the described elongated member comprises and is separated the separated opposite of part common parallel slender leg in opposite directions, between described supporting leg and described separator, there is a Contact Surfaces with Frictional Heating, when described parts vertically relatively moved with respect to adjacent component, this interface presented sliding friction property.
9, elongated interconnective structure column piece/transverse beam assembly comprises:
One has the elongated column piece that faces horizontal groove;
A fastener that is arranged in described groove; With
An elongate beam, this crossbeam has an elongated central-web that comprises extension, an end, and its medial end portions extension comprises a claw, when column piece and crossbeam interconnect, engage at described claw under the situation of described fastener, the extension, end is contained in the described groove.
10, assembly according to claim 9, described column piece is the form that is assembled by a plurality of elongated angle-iron-like components, adjacent described angle-iron-like components has supporting leg elongated, relative, that separate, and described groove is defined by a pair of that separate, relative supporting leg.
11, assembly according to claim 9 also comprises an intersection crossbeam connector between a pair of vertical elongate beam, and described connector comprises the fastener and the claw that is associated that is used for another crossbeam that are connected on the crossbeam.
12, assembly according to claim 10, it has formed the part of a building framework structure, this building framework structure comprises a plurality of vertical plane domains, each vertical plane domain is the boundary with a pair of column piece that is spaced laterally apart and the interconnective crossbeam that vertically separates of a pair of and described column piece, it is characterized in that, this building structure also comprises an elongated cross-brace, it extends at least one described plane domain that jumps at a certain angle, and the two ends of described cross-brace hold and are fixed on facing in the horizontal groove on the column piece in the described a pair of column piece that is spaced laterally apart.
13. structural construction column piece assembly, this assembly can vertical form of structure a plurality of, that separate be used in the building framework, this building framework also comprises the crossbeam of the elongated level that is generally, and this crossbeam has connection and across end regional between adjacent column piece, described column piece assembly comprises:
A plurality of elongated adjacent side by side angle-iron-like components, each parts have the slender leg that intersects at a certain angle;
Between described column piece parts and make the separator structures of described parts with common relation spaced apart from each other location, supporting leg on each supporting leg on each column piece parts column piece parts adjacent with next separates, relative and substantially parallel, spacing between supporting leg is adjustable relatively, has the size of holding crossbeam one end between them nominally it leads to;
Be formed on the fixing-contained structure on a pair of described relative supporting leg, should be positioned at a position that separates along column piece length from described separator structures by fixing-contained structure, and it is adjustable to form engaging force at this place, be connected and fixed a beam-ends, this end is positioned between these relative supporting legs, adjusts this degree that is frictionally engaged that can change between continuous crossbeam and column piece that is connected and fixed.
14, column piece assembly according to claim 13 also comprises separator engaging force adjustment mechanism, be operably connected described column piece parts and described separator structures, and it determines the degree that is frictionally engaged between column piece parts and separator structures adjustably.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/US2002/008465 WO2003080951A1 (en) | 2002-03-18 | 2002-03-18 | Building frame structure |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2008101106258A Division CN101302777B (en) | 2002-03-18 | 2002-03-18 | Building frame structure |
Publications (1)
Publication Number | Publication Date |
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CN1623023A true CN1623023A (en) | 2005-06-01 |
Family
ID=28452136
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2008101106258A Expired - Lifetime CN101302777B (en) | 2002-03-18 | 2002-03-18 | Building frame structure |
CN02828574.3A Pending CN1623023A (en) | 2002-03-18 | 2002-03-18 | Building frame structure |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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CN2008101106258A Expired - Lifetime CN101302777B (en) | 2002-03-18 | 2002-03-18 | Building frame structure |
Country Status (9)
Country | Link |
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EP (1) | EP1485542B1 (en) |
JP (1) | JP2005520960A (en) |
CN (2) | CN101302777B (en) |
AU (1) | AU2002244318B2 (en) |
BR (1) | BR0209851B8 (en) |
CA (1) | CA2479217C (en) |
DE (1) | DE60217552D1 (en) |
MX (2) | MX343776B (en) |
WO (1) | WO2003080951A1 (en) |
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CN103104037A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | H-shaped steel beam and rectangular pipe column opposite-penetrating connecting plate connecting node |
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CN106193334A (en) * | 2016-09-23 | 2016-12-07 | 沈阳建筑大学 | Assembling type steel structure beam through mortise and tenon type node structure and assemble method |
CN107795013A (en) * | 2016-08-30 | 2018-03-13 | 谢志强 | A kind of assembled light gauge cold-formed steel shape plate-column structure Tenon grafting system and its construction method |
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EP1811094A1 (en) * | 2002-03-18 | 2007-07-25 | Robert J. Simmons | Building frame structure |
US7310920B2 (en) | 2004-05-06 | 2007-12-25 | Hovey Jr David | Two-way architectural structural system and modular support member |
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DE1929175A1 (en) * | 1969-06-09 | 1970-12-17 | Rensch Eberhard | Wall, especially partition wall system |
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2002
- 2002-03-18 EP EP02709861A patent/EP1485542B1/en not_active Expired - Lifetime
- 2002-03-18 JP JP2003578664A patent/JP2005520960A/en active Pending
- 2002-03-18 AU AU2002244318A patent/AU2002244318B2/en not_active Expired
- 2002-03-18 MX MX2010010194A patent/MX343776B/en unknown
- 2002-03-18 MX MXPA04008991A patent/MXPA04008991A/en active IP Right Grant
- 2002-03-18 DE DE60217552T patent/DE60217552D1/en not_active Expired - Lifetime
- 2002-03-18 CA CA2479217A patent/CA2479217C/en not_active Expired - Lifetime
- 2002-03-18 CN CN2008101106258A patent/CN101302777B/en not_active Expired - Lifetime
- 2002-03-18 WO PCT/US2002/008465 patent/WO2003080951A1/en active IP Right Grant
- 2002-03-18 CN CN02828574.3A patent/CN1623023A/en active Pending
- 2002-06-18 BR BRPI0209851-2B8A patent/BR0209851B8/en not_active IP Right Cessation
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CN103104037A (en) * | 2011-11-10 | 2013-05-15 | 同济大学 | H-shaped steel beam and rectangular pipe column opposite-penetrating connecting plate connecting node |
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Also Published As
Publication number | Publication date |
---|---|
MX343776B (en) | 2016-11-23 |
CA2479217A1 (en) | 2003-10-02 |
JP2005520960A (en) | 2005-07-14 |
MXPA04008991A (en) | 2005-07-01 |
BR0209851A (en) | 2004-06-15 |
BR0209851B8 (en) | 2014-06-17 |
CN101302777B (en) | 2011-06-08 |
EP1485542B1 (en) | 2007-01-10 |
WO2003080951A1 (en) | 2003-10-02 |
DE60217552D1 (en) | 2007-02-22 |
BR0209851B1 (en) | 2012-02-22 |
AU2002244318A1 (en) | 2003-10-08 |
EP1485542A1 (en) | 2004-12-15 |
CA2479217C (en) | 2011-10-04 |
CN101302777A (en) | 2008-11-12 |
AU2002244318B2 (en) | 2008-05-29 |
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