JP2005520960A - Building frame structure - Google Patents

Abstract

A building frame structure having columns, beams and cross bars and its method. This column is a spacer that establishes a laterally facing recess between spaced apart legs to receive the modified and inserted end of the central web of the beam and the end of the crossing It is an assembly of a plurality of slender angle steel components held apart by each other. The area of the joint where the ends of the two pillars are joined together and stacked vertically is a compact friction-coupled splice created with the end of the central web of the beam through the inserted end Takes the form of The columns in the frame resist a severe load by a certain amount of beneficial individual load treatment provided and provided by multiple angle steel components, and with moderate reversible and frictional resistance. Responds by longitudinal movement relative to each other dissipating energy. Such loads are also resisted by reversible and frictional relative movement at the splice between the beam and the column. Similar frictional connections are also provided between the cross-connected beams.

Description

  The present invention relates to building framework structures, and more particularly to unique columns, beams, cross bars and interconnected structures that can be used in such structures. Preferred embodiments of the invention, how to do so, and some illustrated modifications are illustrated and described herein.

  It is an object of the present invention to provide unique columns, beams, cross bars and interconnection structures that can be used in building frame structures.

  In particular, an assembly of a plurality of elongated angle steel components integrated by bolting together through an insertion spacer that serves to define the final configuration of the column according to the present invention A novel elongated column structure formed from is proposed. In a preferred column embodiment of the present invention, each of these components is inserted and spaced apart, each generally in the form of an elongated right angle chevron, otherwise in the form of a conventional construction. Four such angle steel components with cruciform spacer (s) holding open are used. These four elongate structural members are arranged so that their leg portions basically expand in a star shape from the long axis of the assembled column. Each leg of each angle steel component faces each other so as to oppose another leg of one such adjacent component.

  The angle steel component and the one or more spacers are connected by nuts and bolts so that there is a frictional contact surface between these elements. Depending on the degree of tightening used for such a connection, the degree of frictional engagement can be adjusted. The combined body after assembling the angle steel component and the spacer forms a cross-shaped (cross section) column assembly as a whole. In this specification, each column assembly is also referred to as a column structure and a column.

  Given this type of column assembly, it is clear that there is a space or recess provided in the region between the opposing legs of the assembled column. In building framework structures, and with further reference to the preferred form of the invention, these recesses are used to receive modified and inserted end regions (or extensions) of the central web of elongated I-beams. These same recesses also receive cross brace ends, which in the preferred embodiment each take the form of a flat steel material. The modified I-beam is obtained by removing a short portion of its upper and lower flanges to create an extension of the central web. Bolt holes or openings, suitably provided in the flange of the angle steel component of the column, as well as in the central web extension at the end of the beam, are used to complete the assembly anchored between the column and beam. Used by bolt assemblies. In such a column / beam assembly, the column and beam engage directly with each other via a frictional contact surface whose degree of frictional engagement can be adjusted by a nut and bolt.

  For such column / beam interconnections, the bottom opening provided in the web end protrusion of the I-beam is an open or recessed area between the column flanges during rapid pre-assembly of the frame structure. It is in the form of an open hook at the bottom, extending inward. Under the influence of gravity, a hook that is bare downward and facing downward catches a pre-threaded nut-bolt assembly and sits on it. Here, the handle of the bolt extends across the space between the pair of flanges and straddles the space between the flanges, and acts as a receiving metal fitting on which the hook is seated and installed by gravity. Such seating quickly introduces preliminary stabilization to the frame to be assembled and also serves to determine the proper relative positions of the columns and beams.

  Modifications to this preferred form of the invention are recognized and are possible in several applications. For example, the pillar can be formed from three rather than four elongated components. A column with exactly three such components encircles the long axis of the column and the angle between the legs of these elements is 120 ° and 120 ° and 120 °, or 135 ° and 135 It can be ° and 90 °, or 180 °, 90 ° and 90 °. Although not exhaustive, diagrams of these arrangements are presented herein.

  Another area of modification relates to the configuration and structure of cross braces. For example, such a configuration can be a right angle iron, a tubular element, or a flat and angle steel weld assembly. Although not exhaustive, diagrams of these configurations are also presented herein.

  Different length columns assembled with components in accordance with the present invention can be made, and such length is primarily a matter of designer choice, but two different length columns are specifically illustrated and discussed herein. . The major of these lengths is characterized by pillars having a length that is basically the height dimension of two floors typical of a multi-storey building. The other length is characterized by a pillar having a length approximately the height of such a first floor. The individual columns are stacked together with the ends reversed, creating an elongated upright column stack that defines the height of the entire building framework.

  According to one interesting feature of the present invention, where two stacked pillars abut at the ends, the location of the abutment is at the position of the intended floor height in the final building. Basically exists. According to a particular feature of the present invention, in this position, a structural splice is created directly between the stacked columns where the ends contact each other, and such splices are made. The part is established through an end extension of the central web of the beams connected by nuts and bolts. Thus, according to the present invention, the structural connection between the beam and the column acts as a connection splice or joint between adjacent stacked columns. The amount of tightening introduced into the nut and bolt assembly associated with the splice controls the degree of frictional engagement that exists between the beam and the column.

  Another interesting feature of the present invention is the introduction of vertical crossing within various upright rectangles of space spread by a pair of vertically spaced beams and a pair of horizontally spaced columns. It is about its own way to do. Although different specific components can be used to act as cross bracing structures, one form illustrated herein that is particularly useful is the conventional cross-section of such a space, thus acting as a brace. The flat steel material of the mold. Both ends of such flat steel material are bolted in place in the recesses between the opposing flanges of the angle iron-like component of the column.

  As will become apparent from the following detailed description taken in conjunction with the accompanying drawings, the force applied and transmitted between the columns and beams of the building structure formed in accordance with the present invention passes through the central longitudinal axis of the columns and beams. Lies in an upright plane. Thus, the most desirable load management is essentially centered between adjacent connected components. The forces transmitted through the crossing elements are also basically in these same planes.

  The proposed friction contact surface connection with nuts and bolts in the region of interconnection between the elongated column component and the spacer and between the beam and the column, proposed by the present invention, under certain load handling conditions Allows limited relative sliding motion between the elements of Such exercise enhances the load management capability of the building frame structure and results in the dissipation of a useful amount of energy in the form of non-hazardous heat.

The following detailed description of the present invention will clearly demonstrate these special offers and advantages of some aspects of the present invention.
Another arrangement proposed by the present invention relates to the cross beam connection between the intermediate regions of horizontal beams immediately adjacent in the lateral direction. The mounting bracket with a through hole bolted to it through the central web of the adjacent beam has approximately the same appearance as the end area of the flange of the column that can be spliced and is in the middle of a pair of columns Allows attachment of elongated cross beams that extend from beam to beam in position.

  Attention is now directed to the drawings, and referring first to FIGS. 1-5B, reference numeral 21 in FIG. 1 shows generally the portion of a multi-storey building framework structure assembled in accordance with the present invention. In the framework structure 21, four column stacks 22, 24, 26, 28 are shown, each of which is constructed in accordance with the present invention, with multiple ends spliced together. Constructed with elongated pillars. As used herein, the phrase “column stack” refers to such a plurality of end-connected columns constructed in accordance with the present invention, and the phrase “column” refers to a single column assembly constructed in accordance with the present invention. means. To illustrate one characteristic versatility brought about by the present invention, two different types of pillars—the second floor and the first floor—are shown as these column stacks.

  Three pillars of the stacked body 22 are denoted by reference numerals 30, 32, and 34. As will be more fully described shortly, the upper end 32 a of the column 32 is joined to the lower end of the column 30, and the lower end 32 b of the column 32 is joined to the upper end of the column 34. Columns 30 (shown only partially) and 32 are columns for the second floor (see length L), and columns 34 are columns for the first floor (see length l). In FIG. 1, another column is indicated by reference numeral 35 in particular. This pillar is basically the same in structure as the pillar 32.

  A plurality of horizontal beams such as three beams indicated by reference numerals 36, 38, and 40 extend between the columns of several column stacks shown in FIG. 1 and are connected to the columns. The distance between the adjacent beams of these three beams is the same, and has a space of the first floor height of the frame structure 21. 1 is spliced to the column stack 22 at the junction region between the ends 30 and 32 (which will be further described later). 1 is connected to the center in the vertical direction between both (upper and lower) ends of the column 32. The beam 40 has a proximal end portion in FIG. 1 connected to a joint region between the end portions between the columns 32 and 34. As will be described shortly, the method of connecting the ends of the beams 36, 40 to the columns in the column stack 22 is as follows: the proximal end of the beam 38 in FIG. The method of connecting in the middle is slightly different.

  As can be seen from the figure, a plurality of large black circles are shown. These points indicate the positions of the spacers or spacer assemblies that are part of the various columns used in the framework structure 21. For example, two black circles (spacers) forming part of the pillar 32 are shown in 42 and 44 of FIG. These two black circles indicate the presence of spacers in the pillars 32, approximately in the middle between the floors of the structure 21. Thus, the point 42 represents a spacer present in the column 32 at approximately the center in the vertical direction between the beams 36, 38. The point 44, ie the spacer in the column 32 it represents, lies in the approximately vertical center between the beams 38, 40. A black circle 45 represents a spacer in the first-floor column 34 and is present at a substantially vertical center between the upper end portion and the lower end portion of the column 34. The white circles in FIG. 1 indicate connecting portions between the end portions between columns adjacent in the vertical direction in each column stack.

  FIGS. 2 and 3 illustrate somewhat more specifically the structure of the pillars 32, and thus also many other pillar structures of the various pillars used in the pillar stack shown in FIG. Here, the column 32 is formed from four elongated, angle steel components 46, 48, 50, 52. These angle steel components are substantially parallel to each other, and are also parallel to the central long axis 32 c of the column 32. Each of the angle steel components 46, 48, 50, 52 has a right cross section formed by legs that intersect at an angle, such as the legs 46 a, 46 b of the angle steel components 46. These legs meet at long straight corners such as the corner 46c. The corner 46c is close to and adjacent to the shaft 32c and is substantially parallel to the shaft 32c.

  As can be seen from the figure, the column 32 has a cross-like shape as a whole, formed so that the legs of the angle-shaped steel-like structural members basically extend laterally outward (in a star shape) from the shaft 32c. It has a cross-sectional shape. Each leg portion of each angle-shaped steel-like structural member is opposed to one leg portion of the adjacent angle-shaped steel-like constituent member with a space therebetween, and is parallel as a whole.

  As shown in FIG. 2, the upper end region 32 a of the pillar 32 includes through holes arranged in a row, such as the through hole 54 provided in the flange 46 b. As will be described immediately below, these through holes are used for attachment of beams such as beam 36 and splicing underside joints of overhead beams such as beam 30.

  At the positions of the black circles 42 and 44 described before FIG. 1, a cross-shaped spacer composed of two components such as the spacer 42 shown variously in FIGS. 3 to 5B is provided. The spacer 42 is formed of two components having the same shape, one of which is shown separately as 42a in FIG. 5A and the other as shown as 42b in FIG. 5B. As shown in FIG. 4, these spacer constituent members are notched in the center so that they can be fitted to each other, and the outer portions of the constituent members 42a and 42b are penetrated like holes 56 shown in the constituent member 42b. A hole is provided.

  The spacer 42 is positioned between the opposing legs of the column components 46, 48, 50, 52 at a substantially vertical center between the beams 36, 38. It is there where there is a suitable nut and bolt assembly, such as the assembly shown as 58 in FIG. 3, and a properly receiving through hole (not shown) provided in the legs of the column components 46, 48, 50, 52. )) And is bolted in place. The spacer 44 is similarly positioned in the vertical center between the beams 38, 40 within the column 32. When in place, the spacers are spaced between the angle iron steel components of the columns so that what is considered the centerline of these spacers is aligned with the previously described column axis 32c. The thickness of each of the components 42a, 42b is preferably approximately equal to the thickness of the central web portion of the beam used in the building framework structure of FIG.

  In each column, an angle steel component, one or more spacers that hold them apart, and a nut and bolt assembly (and associated through holes) that fasten them together are attached to each spacer. Tolerances are set so that there is a friction contact surface in the relevant area. This contact surface can allow a small amount of relative longitudinal movement (along the long axis of the column) between these elements. The amount of tightening introduced into the nut and bolt assembly determines the degree of frictional engagement, and thus this degree is selectable and adjustable. The importance of this feature of the invention will be discussed more fully later.

  Thus, the assembled columns, such as columns 32, are disposed relative to each other as described and illustrated, and are connected to each other by nut and bolt assemblies that fasten the angle steel components on spacers such as spacers 42, 44. It takes the form of an assembly of four held right angle chevron steel components. As a result of this construction, an opening facing laterally outward along the length of the column 32, defined in part by a gap present between the facing legs of the angle steel component, i.e. A recess is formed.

Here, these recesses are used to receive end portions that are extensions of the central web of the beam, such as beams 36, 38, 40, as described below.
Referring to FIG. 15 for some time, here, the angle steel components 46, 48, 50, 52 are shown partially as spaced elements. In FIG. 15, a broken line 60 and a broken line arrow 62 indicate the angled steel component 48 that has moved slightly upward from the outline position of the solid line with respect to the other three angled steel components 46, 50, 52. Show. Similarly, a two-dot chain line 64 and a two-dot chain line arrow 66 indicate the upward movement of the angle steel component 50 relative to the angle steel components 46, 48, 52. These movement positions of the angle steel members 48 and 50 are greatly exaggerated in FIG. This was done in order to clearly point out one aspect of the present invention (described above). Its feature is that the angle steel component in the column is under severe loading conditions where tolerances built into the fastening region between these angle steel components and the spacers cause the column 32 to bend. Can actually move slightly relative to each other to act as somewhat independent elements. Such movement creates a braking action that dissipates energy by friction in the area where these elements contact each other. This function of the pillar constructed in accordance with the present invention provides a pillar that can act as a thermal energy dissipator that absorbs impact loads on the building framework.

  Turning now to FIGS. 6, 7, 18, and 19, starting from FIG. 6, the end region of beam 36 previously described therein is partially shown at 36. FIG. The beam 36 has a central web 36a and an upper flange 36b and a lower flange 36c. As can be seen from the figure, a short portion of the end region of the flanges 36b, 36c has been removed, a portion within the central web 36a, referred to as an extension 36d from the central web 36a, is created in the central web 36b, It is bare from there.

  The extension portion 36d is provided with three through holes 36e spaced in the vertical direction and through-hole-like hooks 36f facing downward. In other respects, the conventional I-shaped beam, how this variant works in the installation according to the invention will be described shortly.

  Reference numeral 68 in FIG. 7 shows an alternative beam structure intended for use in or in connection with the present invention. The beam 68 has a central web 68a, an upper flange 68b and a lower flange 68c, otherwise formed from a conventional channel member. The end portions of the upper and lower flanges have been removed as shown to create an extension 68d from the central web 68a that is bare. The extension 68d includes three through holes 68e and a through-hole-like hook 68f in the same manner as the beam extension 36d of FIG. 6 described above. It will be readily apparent how the channel beam 68 can be used as an alternative to the I-beam structure 36 without further discussion directly.

  18 and 19 show a modified form of a star-shaped cross-section column structure contemplated by the present invention. FIG. 18 shows a column 70 having a kind of three-side configuration formed by angle iron-like structural members 72, 74, and 76. The angle steel components 72, 74, 76 have elongated legs that intersect at a paired angle, such as legs 72 a, 72 b, which are substantially parallel to the long axis 70 a of the column 70. It intersects at an elongated linear corner such as the corner 72c that is slightly spaced from it. In the specific form shown in FIG. 18, the angle between the pair of legs in each of the three angle steel components is about 120 degrees.

  A suitable spacer structure, such as 78, works in much the same way that a spacer, such as spacer 42, works between pillar components, such as the angle steel components 46, 48, 50, 52 previously discussed. , Between the components 72, 74, 76 of the column 70. The joint between the spacer structure and the angle steel component is also the same as previously described with respect to the column 32.

  FIG. 19 shows, as a whole, 80, another pillar structure having a kind of three-way configuration that is somewhat similar to that shown for pillar 70 in FIG. For the sake of simplicity, the same set of symbols used for some of the components illustrated for column 70 in FIG. 18 will be referred to for the same location and the same components of column 80 in FIG. Even use. The main difference between the column 80 and the column 70 is that, in the column 80, the legs that intersect at two angles among the angle-shaped steel components have an angle of about 135 degrees, and the third angle shape The steel component has legs with an angle of about 90 degrees.

  Turning now to FIGS. 8-12, FIG. 8 shows the area within the building structure 21 that includes the columns 30, 32 and beams 36, 38 in much greater detail. In this figure, the illustrated columns and beams are fully assembled together. The end region 36d of the beam 36 creates a splice between end portions between adjacent ends of the columns 30 and 32, and the end region of the beam 38 extends substantially in the longitudinal direction at both ends of the column 32. Joined to the central area by a nut and bolt assembly. Recall that the column 32 is a framework structure 21 and basically has a length that spans the size of the second floor. As can be seen generally in FIG. 8, a nut-bolt arrangement including four nut-bolt assemblies is used in the joint area between the columns 30, 32 and the beam 36. In the joint region between the column 32 and the beam 38 where no splicing between the columns occurs, the end of the beam 36 is connected to the legs of the column components 46, 48 and the four nuts of the nut / bolt assembly. -It is installed using a bolt arrangement. Thus, the attachment end region of the beam 36 includes three through holes and one downward-facing hook. Similarly, the end region of the beam 38 includes three through holes and also one hook pointing downward.

  FIG. 8 also shows a cross reinforcement structure including cross reinforcements 82 and 84 made of a pair of flat steel materials. These two cross bars straddle the rectangular region partitioned by the beams 36 and 38 and the columns 32 and 35. The ends of the cross bars extend through and through spaces / recesses provided between the legs of the angle steel component, and are generally by nut-bolt assemblies located in the area shown at 86, 88 in FIG. Properly settled there. The cross bars 82 and 84 are basically in a common plane shared by the long axes of the beams 36 and 38 and the long axis of the pillar 32.

  FIG. 9 shows the state of the various components immediately before the beam 36 interconnects with the columns 30, 32. In the solid line of FIG. 9, the upper end of the pillar 32 is prepared in advance together with one nut / bolt assembly 90, and the bolt handle is formed of the through holes provided in the angle steel members 46, 48. It extends through the lowest hole. The column 30 does not yet occupy the outer position of the solid line in FIG. 9, but it can be prepared at the outer position of the broken line shown in FIG.

  The end of the beam 36, including the central web extension 36 d, proceeds toward the recess between the angle steel components 46, 48 and is introduced at the appropriate location indicated by the curved arrow 92. This includes inserting the extension 36d between the components 46, 48 and hooking the hook 36f onto the bolt handle of the nut and bolt assembly 90 using gravity.

  The beam 36 is then oriented so that its major axis is substantially perpendicular to the major axis of the column 32, and the column 30 is lowered toward the solid line position of FIG. When this is done, proper alignment occurs between the beam extension 36d, the upper end of the column 32, and the through holes provided in the lower end of the column 30, and the nuts relative to the other illustrated through holes -Bolt assemblies can be inserted and tightened.

  This results in a completed assembly between the columns 30, 32 and the beam 36, with the web extension 36d of the beam 36 creating a splice between the adjacent ends of the columns 30, 32. It ’s done. This state is clearly shown in FIGS. FIG. 10 also helps illustrate this situation. This figure shows the state of the component just before the overhead column 30 is lowered downward onto the upper end of the column 32. The various nut and bolt assemblies used to create the splice interconnect between beam 36 and columns 30, 32 are frictional interconnects that exist directly between the opposing surfaces of beam 36 and columns 30, 32. It is properly tightened to establish the desired degree of engagement.

FIG. 13 shows substantially the same interconnection process performed between the beam 38 and the vertical intermediate region of the column 32.
Next, when ending the description of the objects shown in the various drawings, FIG. 14 shows a substrate structure 94 used in the framework structure 21 adjacent to the base of a different column stack 22 such as the column stack 22. These substrate structures effectively tie the stack to the foundation (not shown). The substrate structure 94 includes a generally horizontal slab 96 with a cross structure 98 welded to its upper surface. This cross structure is basically a replica of the same spacer structure as that described for the spacer 42. This intersecting structure receives the lower end of the lowermost column of the stack 22, and the spaced leg portions receive the intersecting structure at its lower end. A suitable nut and bolt assembly (not shown) anchors the object in place on the substrate structure.

  Figures 16 and 17 very schematically illustrate yet another aspect of the present invention. Specifically, in these two figures, using a conventional rectangular cylindrical column (FIG. 16) and a cross-shaped column provided according to the present invention (FIG. 17), together in the corner of the building A comparison of the differences that exist with respect to the resulting wall (having thickness W) is shown.

  FIG. 16 shows a conventional hollow, square square pillar 100 with four wall structures 102, 104, 106, 108. What is noticed here is that when the wall structure having the wall thickness shown in FIG. 17 as a whole is used, the corners of the pillar 100 protrude and are exposed. To prevent these corners from protruding, the wall must be thicker, and the thicker the wall, the less floor space available in the building with it. become.

  These same wall structures 102, 104, 106, 108 are joined together at the corners, as can be seen from FIG. Is not torn.

  FIG. 20 partially illustrates a cross beam connection (only one end) between a pair of beams 110 and 112 in an orthogonal relationship, which may form part of the framework structure illustrated by reference numeral 21 in FIG. Illustrated. Very specifically, the longitudinal central region of the beam 110 includes two pairs of right angle mounting brackets, such as a pair including mounting brackets 114, 116 mounted (by bolts) on either side of its central web 110a. Have The mounting brackets 114 and 116 include legs 114a and 116a, which are parallel to each other and spaced apart from each other. The legs are spaced apart at essentially the same spacing as that provided for the legs of the angle steel components 46, 48, 50, 52 discussed above (see next figure). explain).

  Four through-hole arrays including two holes denoted by reference numeral 118 are provided in the legs 114a and 116a. One nut / bolt assembly 120 is fitted into the through hole at the lowermost end, and the handle of the bolt straddles the space between the leg portions 114a and 116a.

  The bottom through-hole, which is partially visible but not yet attached, has a central web extension 112a with a through-hole drilled to match, which is actually a hook 112b similar to the previously described hook 36f. The end of the beam 112 is prepared. The complete mounting of the beams 110, 112 is performed in much the same way as the mounting between the columns and beams described above.

  FIG. 21 shows a cross-section of a modified column 130 that includes a flat plate 132 for elongated components and two right angle chevron shaped steel elements 134, 136. One spacer associated with these elements is shown as 138.

  FIG. 22 shows another modified cross-sectional column at 140, which includes a channel member 142 and two right angle chevron steel components 144, 146. Spacers for these components are shown as 148.

FIG. 23 shows a modified cross brace construction 150 consisting of a welded combination of a flat plate 152 and an angle iron 154.
FIG. 24 shows at 156 another modification of the cross bracing, here in the form of a conventional right angle iron.

In FIG. 25, reference numeral 158 shows yet another cross bracing modification having a linear cylindrical configuration.
As noted above, the special features of the present invention have been fully illustrated and described. The column and beam components according to the present invention, which can be easily manufactured using standard structural cross-section steel, enable extremely simple, intuitive and always accurate field assembly and construction. Nut-bolt interconnection members are essentially all that are required entirely to assemble a building framework from these components and establish all necessary connections and joints without welding. An area of the joint between the column and the beam is provided where the end portion of the beam creates a load management splice between adjacent columns stacked vertically. Similar connections exist from beam to beam. Columns that combine multiple elements in a variety of different configurations that can be fabricated have a clearly smaller gravitational foot print than a cylindrical column of equivalent gravity load capability. The interconnected columns, beams and crossbars transmit and process loads in a common upright plane that essentially includes their respective longitudinal axes. Friction interconnections that move relatively and dissipate energy exist (a) in the columns, (b) between the columns, beams and crossbars, (c) between the beams and transmitted to the building. Provides an appropriate and load-tolerant response to severe loads.

1 is a schematic bar diagram showing parts of a building frame structure assembled according to the present invention. FIG. 2 is a top partial view of a single pillar assembled according to the present invention and used in the building framework structure of FIG. 1. FIG. 3 is a top axial view of the same column partially shown in FIG. 2. FIG. 4 shows an assembled structure of pillar spacers used in the pillars of FIGS. 2 and 3. 5A and 5B are views separately showing another constituent member constituting the pillar spacer used in the pillars of FIGS. 2 and 3. FIG. FIG. 3 is a partial isometric view of a specially shaped I-beam used in accordance with the present invention. FIG. 3 is a partial isometric view of a specially shaped channel beam that can be used in accordance with the present invention. FIG. 2 is a partial view showing an interconnecting portion that exists between stacked columns and beams and between crossed bars between diagonal columns in the frame structure of FIG. 1. FIG. 6 is a partial detail view showing a preliminary stage of assembly and splicing of the beam and a pair of stacked columns. FIG. 10 is an isometric view of a larger scale that is substantially the same as that shown in FIG. 9; FIG. 6 shows a completed splice connection between two beams and a pair of stacked columns. FIG. 12 is a view taken along lines 12 to 12 as a whole of FIG. 11. FIG. 10 is almost the same view as shown in FIG. 9 except that it shows the interconnection between the beam and the column at an intermediate position in the vertical direction at both ends of the column. It is a figure which shows the board | substrate structure used for the lower end part of the column stacked body of the building frame structure of FIG. FIG. 2 shows the features of the present invention with respect to the function of the angle iron-like component of the column relative to each other and in the longitudinal direction independently of the spacer (not shown) in the column; It is a partial schematic diagram similar. It is a figure which shows the case of the conventional rectangular cylinder type column which compares how the internal wall structure of a building differs with the column of the conventional type, and the column by this invention, and is attached to a column. FIG. 6 is a diagram illustrating the case of cross-shaped columns assembled according to the present invention, comparing how the internal wall structure of a building is differently attached to the columns in a conventional column and a column according to the present invention. FIG. 4 is a view substantially similar to FIG. 3 except showing a different modification of two of the star-shaped cross-section columns constructed and assembled according to the present invention. FIG. 4 is a view substantially similar to FIG. 3, except that it shows another different modification of the two star-shaped cross-section columns constructed and assembled according to the present invention. It is a fragmentary figure of the edge part of cross beam connection. FIG. 5 is a diagram showing a different cross-sectional deformation of two modified forms of pillars constructed according to the present invention. It is a figure which shows the deformation | transformation of another different cross section among the two modified forms of the pillar constructed | assembled according to this invention. It is a figure which shows one modified form of crossing crossing. It is a figure which shows the other modified form of crossing crossing. It is a figure which shows the other modified form of crossing crossing.

Claims (14)

At least constructed by joining the end-to-end portions of other similar columns by the end region of the central web of the elongated beam and through the splice created through the end region. An elongated structural pillar having one end,
A plurality of elongated angle steel components each having a pair of elongated legs joined at an angle;
The intermediate portion of both ends of the angle steel component is inserted into the angle steel component, fixed to the angle steel component, and positioned so as to position the angle steel component. A spacer structure in which each of the legs of the chevron steel-shaped component members is opposed to the legs of the adjacent chevron steel-shaped component members at a distance and parallel to each other along the length. A spacer structure wherein the spacing between the opposing legs has a dimension relationship that fits across as a whole with respect to the thickness of the central web of the beam for splicing to the column; ,
In at least one of the end regions, at least one of the ends is adapted to a splice that is adapted to provide a splice joint with a beam to a similar end of a similar column. An elongate structure that is adapted to splice such that the end of the central web of the beam accepts the gap between the opposing legs to be fitted with a gap in between. Structural pillar.   The column of claim 1, wherein when viewed along the long axis of the column, the column generally has a cross-shaped cross-sectional profile.   When viewed along the long axis of the column, the column has a generally cross-shaped lateral cross-sectional profile defined by a leg, and the leg is generally radially outward from the long axis of the column. The column of claim 1 in an extending plane.   The column according to claim 1, wherein the angle steel component and the spacer structure are bolted to each other.   The pillar according to any one of claims 1, 2, or 3, wherein the splicing fitting structure includes a plurality of bolt receiving through holes.   The column of claim 1 having a generally star-shaped radial profile defined by the flange when viewed along the long axis of the column. The long axis,
A plurality of elongate components that are effectively joined together in a side-by-side relationship, wherein the elongate components are reciprocally movable in a longitudinal direction relative to each other in a limited manner. Structural pillar.   A plurality of elongated components next to the elongated component includes generally parallel elongated legs that face each other, the elongated legs being spaced by a spacer, the legs and the A frictional contact surface exists between the spacer and the frictional contact surface under the condition that one of the elongate components moves generally longitudinally relative to the adjacent such elongate component The column according to claim 7, wherein: Elongate pillars having recesses facing in the lateral direction;
A receiving element located in the front recess,
An elongate beam having an elongate central web, having an end extension including a hook, wherein the extension is received in the recess with the post and the beam interconnected, and the hook is An elongate interconnected structural column / beam assembly comprising an elongate beam in condition to engage a receiving element.   The pillars take the form of a collection of elongated chevron shaped steel components, and a plurality of chevron shaped steel components adjacent to the chevron shaped steel components are elongated, face-to-face, and spaced apart leg portions. 10. An assembly according to claim 9, wherein the recess is defined by a pair of spaced apart opposing legs.   A cross beam interconnecting portion is further included between a pair of orthogonal beams in an orthogonal relationship, and the receiving portion is joined to one beam, and a hook is provided and coupled to the other beam. 10. An assembly according to claim 9, comprising. A building framework comprising upright planar regions joined together by a pair of laterally spaced columns and a pair of vertically spaced beams interconnected with said columns An assembly forming part of a structure,
The building structure further includes an elongated cross bracing element that extends at an angle across at least one of such planar areas, the ends of the cross bracing element being laterally spaced in the pair. 11. The assembly according to claim 10, wherein the assembly is received and fixed in a laterally opposed recess within the post of the post to be placed. A building structure that can be used as a plurality of spaced upright structures in a building framework that has connected ends and connects the space between adjacent pillars and also includes an elongated, generally horizontal beam. A pillar assembly of
A plurality of elongated steel-shaped columnar members each having an elongated leg crossing each other at an angle and having side surfaces adjacent to each other, and
It is inserted into the column component member in a connected manner, and the column component member is positioned so as to be spaced apart from each other, and each leg of each column component member is spaced from the leg of the adjacent column component member. The space between the opposite leg portions is adjustable and the space between the opposite leg portions is adjustable, receives the end portion of the beam between the leg portions, and has a nominal size as a whole (nominal A spacer structure that gives dimensions);
An end of a beam formed in a pair of opposing legs at a distance from the spacer structure along the length of the column and disposed between such opposing legs Part can be fixedly fixed in its position so that the fastening force can be adjusted, and adjustment of such a connected fixing allows the frictional engagement between the connected beam and the column. A pillar assembly comprising a structure adapted to be fixed, the degree of which can be changed.   A spacer fastening adjustment mechanism that operably interconnects the column component and the spacer structure and is adjustable to stabilize the degree of frictional engagement between the column component and the spacer structure. The column assembly of claim 13, further comprising:

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