CN1347475A - House and/or shed construction components - Google Patents

House and/or shed construction components Download PDF

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Publication number
CN1347475A
CN1347475A CN00806209A CN00806209A CN1347475A CN 1347475 A CN1347475 A CN 1347475A CN 00806209 A CN00806209 A CN 00806209A CN 00806209 A CN00806209 A CN 00806209A CN 1347475 A CN1347475 A CN 1347475A
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CN
China
Prior art keywords
jointing
parts
column
wall
relative
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN00806209A
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Chinese (zh)
Inventor
D·A·贝维斯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
KLASGOLD Pty Ltd
Original Assignee
KLASGOLD Pty Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from AUPP8962A external-priority patent/AUPP896299A0/en
Priority claimed from AUPP9178A external-priority patent/AUPP917899A0/en
Priority claimed from AUPP9229A external-priority patent/AUPP922999A0/en
Priority claimed from AUPQ5165A external-priority patent/AUPQ516500A0/en
Application filed by KLASGOLD Pty Ltd filed Critical KLASGOLD Pty Ltd
Publication of CN1347475A publication Critical patent/CN1347475A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5868Hinged connections

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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)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Tents Or Canopies (AREA)

Abstract

An adaptor (18) for location of a first member (12) in space relative to a second member (14) for forming a building frame. The adaptor (18) having first and second attachment means (44, 46) for respective attachment to first and second members (12, 14) wherein the first attachment means (44) is arranged for telescopic attachment to the first member (12). The adaptor (18) can also be arranged for attachment to the first member (12) via first attachment means (44) and a second member (14) via a second attachment means (46), wherein the first and second attachment means (44, 46) are rotatable relative to each other. A beam or column (12, 14) is also disclosed to attach telescopically to an adaptor (18) which connects the beam or column (12, 14) to another beam or column (12, 14), a holding down bolt or the like. The beam or column (12, 14) has opposed openings (26) in opposed walls (20, 22), the opposed openings (16) being arranged for receipt of an elongated member to prevent relative telescopic movement of the adaptor (18) and beam or column (12, 14). The beam or column (12, 14) can also be provided with at least one wall (20, 22) having one or more opposed flaps (28) being in substantial axial alignment with the longitudinal axis of the beam or column (12, 14). The free ends of the flaps (28) extend outwardly of the walls (20, 22) and towards each other to locate opposed edges of a sheet therebetween.

Description

House and/or shed construction components
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a kind of member that is applicable to house and/or garage structure.
The background technology of invention
Normally construct according to following operation in the house of use steelframe structure and garage.The fluid concrete plate also suitably is fixed on power bolt (dynabolts) or stone bolt on the concrete slab at a preposition, provides a kind of device on the concrete slab for steelframe is fixed on.Then, column is straightened in the direction of approximate vertical, and power bolt or stone bolt are fixed in its lower end.Column is according to locate each other in line, and the column arranged of being in line all is arranged in parallel with first row column arranged in a straight line, so just can be so that the overall arrangement of column symmetry roughly, and each root post in every row column all has a corresponding column to face layout with it.Roof supported is formed by the span beam of corresponding column upper end.A single beam can be crossed over corresponding column.Or two or more beam can join end to end and cross in corresponding column upper end.Normally two identical beams are crossed in corresponding column upper end.One end of each root beam is fixed on the upper end of corresponding column, and simultaneously the free end of each root beam is fixed together at the point midway between corresponding column haply.By repeating such step and couple together with the upper end of beam with corresponding column, the framework in house or garage has just formed.Next dividing plate is fixed to the external surface of column and beam, so that constitute the sidewall and the ceiling in house or garage respectively.
The lower end of column is directly fixed on power bolt or the stone bolt usually, and beam normally interconnects and the mode by welding or bolt or both combinations is fixed on the column.Also adopt some connector parts that beam is fixed on the other beam or column in some cases; Yet these connector parts also are to be fixed in beam or column by identical mode.
Dividing plate is fixed on the external surface of column and beam by top cap (top hats) usually.The top cap be usually screwed onto on column and the beam so that its longitudinal axis with respect to the longitudinal axis extending transversely of beam and column.The parallel beam of the cardinal principle of closing on like this, is connected by the top cap with the column body.And then dividing plate is screwed onto on the cap of top in order to surround house or garage.
The installation work of constructing house or garage frame with beam and column is a time-consuming job according to the method described above.Be used for constituting after the column of specific dimensions of house or garage frame and beam manufacture, if being used for the concrete slab of perpendicular house or garage frame thereon causes and give birth to inhomogeneous decline or rising, the difficulty more that will become is installed in the assembling of column and beam.Assembling is installed or even is impossible in some cases, this means to proofread and correct or to replace column or beam.
When using bolt beam and column to be linked together by the groove on the sidewall of beam or column rather than hole, because groove allows bolt with respect to beam or column a small axial displacement to be arranged, thereby makes the inhomogeneous mobile problem of concrete slab become particularly serious.
In order to shorten the time that a house or garage are installed, and further solve the inhomogeneous mobile problem of concrete slab, needing to hope provide a kind of alternative column, beam and connector parts.
Summary of the invention
The invention provides a kind of in order to constitute a building frame that comprises house or garage frame, and be used in the space with respect to the jointing (adaptor) of second positioning parts, first parts, this jointing has first and second linkages that are used for connecting first and second parts, wherein, first linkage is provided as the form that telescopically connects first parts, on two extreme positions and any one position therebetween that first linkage can be positioned at respect to first parts, one of them extreme position is the position that mutual stretching motion maximum displacement in one direction takes place between the jointing that connects and first parts, and the another one extreme position is the position that the mutual maximum displacement of stretching motion on the another one direction takes place between the jointing that connects and first parts.
The invention provides a kind of in order to constitute a building frame that comprises house or garage frame, and be used in the space with respect to the jointing of second positioning parts, first parts, this jointing is suitable for connecting first and second parts by first and second linkages respectively, this first linkage comprises that first connecting elements and this first connecting elements comprise a slit that is used for admitting corresponding convex parts, the hole, the containing part of cavity or similar type, wherein, this first connecting elements is set to can telescopically connect the form of first parts, by the convex parts being inserted or pass the cavity of one first connecting elements respectively, or slit or hole stop the relative stretching motion of the jointing and first parts.The convex parts can comprise a fillet.This fillet can be the part of jointing.
The invention provides a kind of in order to constitute a building frame that comprises house or garage frame, and be used in the space with respect to the jointing of second positioning parts, first parts, this jointing be arranged to by first linkage connect first parts and be connected second parts by second linkage, wherein, this first and second linkage is rotating to each other.
These first and second parts can be beam or column.
The present invention also provides a kind of beam or column, this beam or column are configured to telescopically and are connected on the jointing, the function of this jointing is that a beam or column are connected in another beam or a column or a stone bolt, chemical anchors firmware (chemical anchor), on power bolt or the similar item, wherein this beam or column have opening opposing on its relative sidewall, this opening opposing is configured to admit the member of an elongation and makes that the opening of beam or column can be fixed with each other with respect to the jointing telescopically, thereby stops the relative stretching motion of jointing and beam or column.
Opening opposing can be relative slit.
First and/or second linkage can comprise that flexible respectively ground connects the scalable linkage of first and second parts, wherein, this first and second linkage can be located at two extreme positions or any position therebetween with respect to first parts and second parts respectively.The containing part that should flexible linkage can comprise the slit, hole, cavity or the similar type that are used for admitting corresponding convex parts wherein stops the relative stretching motion of the scalable linkage and first or second parts in the cavity by the convex parts being inserted or pass first or second parts respectively or slit or the hole.Perhaps, also scalable linkage can be fixed the relative scalable motion that prevent scalable linkage and first or second parts by twisting as screw, bolt or similar means with first or second member.Telescopic connecting elements can be connected on first or second parts by being screwed into screw, bolt or similar means.Similar with it, these first or second parts also can be connected by be screwed into screw, bolt or the similar means as scalable connecting elements.
Jointing can also comprise a locking device that is used for preventing the jointing and the relative scalable motion of first or second parts, wherein, the jointing that connects of telescopically and first or second parts or locate mutually at two extreme positions or any position telescopically betwixt.This locking device is configured to jointing and first, second parts that mutual telescopically location telescopically connects in a plurality of discontinuous positions, and described a plurality of positions comprise two extreme positions and a position between them.
This jointing can comprise two relative walls that are fit to be used for inserting first and/or second ends.Or this jointing can comprise relative wall, and this wall is used for slidably admitting betwixt the relative wall of first and/or second parts.
This jointing can also comprise the another one wall, and another wall also can be fit to insert the end of first and/or second parts, and the another one wall is connected to relative wall.The another one wall also can connect with the relative wall of jointing, is configured to admit slidably the end of first and/or second parts to be inserted into the hollow end of jointing, and this hollow end is to be formed by relative wall and other wall.
This jointing can stretch out facing to the side of the relative wall of another wall and enter in the elongated portion, this elongated portion haply with another wall in line, and be suitable for inserting an end of first and/or second parts, this elongated portion stretches out towards the relative wall part ground on opposite simultaneously.
This jointing can also comprise the relative wall of two couples of an end that is fit to insertion first and/or second parts.The relative wall of two couple of this jointing is adapted at admitting slidably first and/or the corresponding wall relatively of two couples of second parts therebetween.
The cross section of this jointing can be to be square or rectangle haply.The relative wall of jointing can comprise a pair of slit, this slit be arranged to the corresponding a pair of slit of the relative wall of first and/or second parts in line.
This of this jointing can comprise many slits to arranging along the relative wall alignment of jointing to slit.
This jointing can also comprise a transverse plate, and this transverse plate is horizontally set substantially with respect to the one or both ends of jointing.
Bow member can stretch out from each end of a pair of relative wall of this jointing, this bow member be arranged on the relative wall with first and/or second parts a pair of slit in line.
The arc structure that this bow member is preferably elongated is positioned at roughly on the plane that the wall with jointing be arranged in parallel, in the described jointing slit is arranged.
Elongated bow member and the longitudinal axis of slit can distinguish roughly along with the direction setting vertical of the longitudinal axis of jointing wall with first and/or second parts.
This corresponding slit is to comprising many slits that relative wall along first and/or second parts is arranged in a straight line.
Each bow member can be connected in a transverse plate, and stretches out to the direction of leaving this transverse plate and jointing wall.
This locking device can also comprise a fillet, and this fillet is fit to pass slit or the bow member of alignment and the slit and first and/or second parts of jointing of alignment.
One end of this fillet can be set to stop this fillet to pass completely through the form of slit.
The other end of this fillet can be provided with like this: promptly after fillet passed the slit and first and/or second parts of the bow member of the slit of alignment or alignment and jointing, this end was crooked with respect to the longitudinal axis of the fillet that stretches between the two ends of fillet.
First or second parts can comprise a stone bolt, chemical anchors firmware, power bolt or similar item, are used for jointing is connected in the concrete slab that is used for erectting building frame.
This stone bolt, chemical anchors firmware, power bolt or similar item can comprise a plurality of stone bolt, chemical anchors firmware, power bolt or similar item respectively.
Jointing can also have a plate that is used for connecting stone bolt, chemical anchors firmware, power bolt or similar item, and this plate is along roughly with respect to the vertical direction setting of jointing wall and have a hole that is used for admitting stone bolt, chemical anchors firmware, power bolt or similar item.
This hole can be gone out screw thread by car, be used for stone bolt, chemical anchors firmware, power bolt or similar item on end of thread threads engage.
This plate can also be set to have a surface, and nut is tightened thereon when nut is screwed on foot bolt, chemical anchors firmware, power bolt or the similar item.
The hole can roughly be arranged on the middle position of plate.
This plate can comprise the hole of a plurality of stone bolt of a plurality of admittances, chemical anchors firmware, power bolt or similar item.
This plate can also stretch out above the relative wall of jointing and form the plate extension.
Each plate extension all has at least one to be used for admitting the hole of at least one stone bolt, chemical anchors firmware, power bolt or similar item.
Second linkage of jointing can comprise a plurality of linkages that are used for connecting a plurality of parts.
This linkage can comprise the coupling part, and each coupling part is rotating with respect at least one other coupling part.
This coupling part is relatively turnable each other in common plane.
This coupling part can comprise linking arm.
First and second linkages can comprise first and second linking arms.
This linking arm can stretch out toward each other with predetermined angle.
This linking arm can be a coplane.
This linking arm can roughly align.One end of this linking arm can be connected on the end of another linking arm.Or an end of a linking arm is connected on another linking arm by a bonding pad between another linking arm two ends.This bonding pad roughly is positioned at the centre at the two ends of another linking arm.
The linking arm of jointing can relatively rotate in same plane each other.
The linking arm of jointing can think that relative wall interconnects coaxially by pair of outer, the relative wall in this outside is overlapping with corresponding inner relative wall, outside with inner overlapping arm can consequentially rotate by a slender member, and this slender member is connected in described overlapping arm rotationally.The form in the hole of the alignment that the first end of this slender member can be arranged to prevent that it from passing through the lap over arm fully.
The second end of this this slender member is set to prevent the form that it is return after it inserts the hole of aliging.
The first end of this slender member can be open, passes completely through the hole in the overlapping arm so that prevent it.
The second end of this slender member can be configured to open after it passes the hole of alignment of overlapping arm.
This outer overlapping arm can be connected to the end of elongated member, and interior overlapping arm is configured to the form that the confession elongated member passes, and interior overlapping arm is rotating with respect to elongated member.
This elongated member can comprise a pipe.
The linking arm of jointing can stop by positioner with respect to the rotation of elongated member.
Positioner can comprise a screw, and this screw can be screwed in the corresponding hole, and this hole is the hole of aliging at least one pair of adjacent outer wall and inwall.
The overlapping ends of outer wall relatively and interior relative wall can stretch out to form overlapping arc extension so that the linking arm of jointing is relatively rotated each other.
The relative wall of the linking arm of wall relatively in the having of substantial transverse setting can stretch out around the arc extension of interior relative wall, so that around the end of linking arm, arc extension stretches out from this end.The bonding pad of other linking arm can comprise a pair of outer wall relatively, is configured to respect to the pivotally relative motion of the linking arm of connection with respect to these outer walls of the substantial transverse setting of wall relatively.
At least partly removed with respect to a pair of outer a pair of wall of other linking arm of the substantial transverse setting of wall relatively of other linking arm, so that allow the relative pivot motion of linking arm.
The arc extension of a described linking arm of jointing is arranged to roughly to be positioned near the inside of outer relative wall of described other linking arm, is like this to be used for stoping the arc extension of linking arm of jointing with respect to the axially-movable of elongated member.
The outer contacting surface of the arc extension of jointing linking arm should be separated to such an extent that more open than outer wall relatively, described outer contacting face may touch the inner surface of the outer relative wall of described other linking arm, described relative wall is that the arc extension of linking arm is from its outwardly directed relative wall, thisly guarantee that separately first and/or second parts can be installed on the described other linking arm by telescopic, and the described linking arm that does not disturb jointing is to these first and/or second parts.
The rotating connection of arc slender member can be passed through in the coupling part, this arc slender member is configured to pass the hole on the relative wall of coupling part, and this coupling part that connects rotationally can be rotated in the plane of the major axis that is approximately perpendicular to slender member.
The first end of this arc slender member can be arranged to prevent that it from passing completely through the form in the hole on the relative wall in coupling part.
The second end of this arc slender member is provided in and prevents the form of returning from it after the hole on its relative wall that inserts the coupling part.
The first end of this arc slender member can be open, to prevent the hole on its relative wall that passes completely through the coupling part.
The second end of this arc slender member is behind the hole on the relative wall of its insertion coupling part, and it is open being arranged to.
This arc slender member can comprise an annulus roughly.
This arc slender member is arranged in the form that its end connects behind the hole on the relative wall of its insertion coupling part.
The end of this arc slender member can be connected by welding manner.
This coupling part can move axially by arc relatively slender member, and all can rotate with respect to arc slender member in a plurality of positions on the length direction of arc slender member.
The long axis direction of relative slit can be positioned at the direction of cardinal principle perpendicular to the major axis of beam or column.
Slit can comprise a plurality of relative slits along relative wall alignment relatively.
Beam or column can comprise the relative wall that roughly aligns with the longitudinal axis of beam or column.
Beam or column can also comprise another wall, and this another wall also roughly aligns with the major axis of beam or column, and connect with relative arm.
The relative wall of beam or column can extend out to extension facing to the side of another wall, this extension roughly aligns with another wall and stretches out towards the relative wall on opposite.
The width of the relative wall of beam or column and the width of extension should satisfy such condition, be that described another linking arm can be inserted into an end of beam or column and can move along the length direction of that beam or column, and extension can not disturb described linking arm.
Beam or column can comprise two pairs of relative walls, and each wall all roughly aligns with the longitudinal axis of beam or column.
The cross section of beam or column can be square or rectangle.
Beam or column can be solid beam or column.
The wall of beam or column can have the connector that is used for connecting dividing plate.
The present invention also provides a kind of beam or column with at least one wall, this wall comprises the connector that is used for connecting dividing plate, this connector comprises one or more relative reeds (flap), the longitudinal axis of such reed roughly is a straight line and also is a straight line each other with the longitudinal axis of beam or column, the free end of this reed stretches out towards the outside of the wall of beam or column and toward each other, wherein relative reed is arranged to be positioned at the relative limit of the dividing plate between it.
Relative reed also can be arranged to be used for being positioned at limit that the top cap is relative between it.Relative reed is preferably along evenly being provided with according to certain interval on the length direction of beam or column, and preferably roughly is arranged on the centre position of width of the wall of beam or column.
Relative reed also can be arranged on the adjacent wall of beam or column.
In the claims and in brief description of the present invention in front, unless spell out, otherwise, because illustrative language or necessary implication, various forms of " compositions ", " comprising ", " comprising " all are the meanings of " comprising ", Here it is, and a specific feature is associated with the further feature of various embodiments of the present invention.
Brief description of drawings
The preferred embodiments of the present invention will describe with reference to following accompanying drawing by way of example, wherein:
Fig. 1 is the preceding elevation of the support frame in an already installed house or garage;
Fig. 2 a be a uninstalled beam or column with the phantom drawing of top cap
Fig. 2 b is the beam shown in Fig. 2 a or column and the phantom drawing that reaches after the top cap is installed, and the reed detail drawing of beam or column and top cap;
Fig. 3 is a phantom drawing that an end of column is connected to the jointing on power bolt, chemical anchors firmware or the stone bolt;
Fig. 4 a is the phantom drawing that another one is connected to an end of column the jointing on power bolt, chemical anchors firmware or the stone bolt;
Fig. 4 b is the phantom drawing with similar another jointing of Fig. 4 a;
Fig. 5 a is the phantom drawing of the jointing of an end that is used for the beam end that is connected to an end of another root beam or a column;
Fig. 6 a is the phantom drawing of an arm of the jointing shown in Fig. 5 a;
Fig. 7 a is the phantom drawing of another arm of the jointing shown in Fig. 5 a;
Fig. 5 b is used for a end with beam to be connected to the phantom drawing of another jointing of an end of an end of an other beam or a column shown in Fig. 5 a;
Fig. 6 b is the phantom drawing of an arm of the jointing shown in Fig. 5 b;
Fig. 7 b is the phantom drawing of another arm of the jointing shown in Fig. 5 b;
Fig. 5 c is the phantom drawing with the jointing that is similar to Fig. 5 b;
Fig. 5 d is the phantom drawing that is similar to the another kind of jointing of jointing shown in Fig. 5 c;
Fig. 5 e is the phantom drawing of a jointing combining with the jointing shown in Fig. 4 b and Fig. 5 d;
Fig. 6 c is Fig. 5 c, the phantom drawing of an arm of the jointing shown in 5d and the 5e;
Fig. 7 c is the phantom drawing of another arm of the jointing shown in Fig. 5 c;
Fig. 8 is the phantom drawing of a fillet, is used for preventing that telescopically is connected in the relative motion of the jointing of beam or column;
Figure 10 is the preceding elevation of another form of mounted house shown in Figure 1 or garage support frame;
Figure 11 is shown in Figure 5 being used for an end of column and two phantom drawing of the other jointing that couples together of the end of beam independently;
Figure 12 is the phantom drawing that is connected in the jointing shown in Figure 11 of column and beam;
Figure 13 is the phantom drawing of another arm shown in Fig. 7 c;
Figure 14 is the front elevation drawing of another form of Fig. 1 and mounted house shown in Figure 10 or garage support frame;
Figure 15 is being used for an end of column and two phantom drawing of another jointing of coupling together of the end of beam independently shown in Figure 11 and 12;
Figure 16 is the phantom drawing that is connected in another jointing as shown in figure 15 of column and beam;
Figure 17 is the phantom drawing that is used for beam is connected in another jointing on another beam or the column as shown in Figure 5;
Figure 18 is the phantom drawing that is connected to the column on the beam by other jointing as shown in figure 17;
Figure 19 is the front elevation drawing of another form of Fig. 1 and Figure 10 and house that has been assembled into shown in Figure 14 or garage support frame;
Figure 20 is the plan view of another support frame that is mounted to as shown in figure 19; And
Figure 21 is the mutual phantom drawing of another jointing of the end of tie-beam rotatably shown in Fig. 5,11 and 15.
Preferred forms of the present invention
With reference to Fig. 1, it can be first parts of the such member of column 12 and beam 14 that framework 10 that is used for constituting steelframe house or garage comprises.Second parts that column 12 is such with respect to power bolt, chemical anchors firmware or stone bolt (not shown), and by can being that footing jointing parts 16 such jointing spare parts are fixed.The end of beam 14 and column 12 interconnects by for example rotating connector joint component 18 such connector parts.With reference to Fig. 2, each column 12 all has relative wall with beam 14, and for example wall 20, and another wall, and for example wall 22, and described another wall 22 and wall 20 is vertical substantially and roughly align with the longitudinal axis of each root beam 12 or column 14 and join with the limit of wall 20.Relatively stretching out with wall 22 opposed edges of wall 20 becomes extension, for example roughly vertical with relative wall 20 and with the parallel extension 24 of wall 22 cardinal principles, extension 24 stretches out towards the relative wall 20 on opposite.Each root beam 12 or column 14 have three slits 26 in each wall 20 end.Slit stretches and is approximately perpendicular to the longitudinal axis of wall 20 along the width of wall 20.
With reference to Fig. 2 a and 2b, each root beam 12 or column 14 also have the relative reed of the protuberance 28 this forms of paired drawing, the protuberance 28 of each drawing comprises a sheet metal that is forced out outside wall 20 and 22, make the end maintenance of this sheet metal and being connected of wall, be forced out to an other end parts external surface of wall 20 and 22 simultaneously.Each extrusion sheet metal to the protuberance 28 of extrusion roughly aligns, and each is all close each other to the free end of the protuberance 28 of extrusion simultaneously.Each will satisfy such condition to protuberance 28 distances spaced apart that extrude, and that is to say that it all is the limit is grown on a long limit roughly being equivalent to a top cap 30 to the another one of top cap 30 distance that each sheet metal is connected to distance between the point of wall 20 or 22.
With reference to Fig. 3, footing jointing parts 16 are provided with relative wall, and for example it can be the wall 32 that roughly is provided with along the y direction of footing jointing parts 16.One side of each wall 32 is connected on the another one wall, and for example such wall can be the wall 34 that also roughly is provided with on the y direction of footing jointing parts 16.Extension can be the extension 36 that stretches out from a limit of the wall 32 relative with wall 34.Each extension 36 stretches out towards the relative wall 32 on opposite.Extension 36 only stretches out one section towards relative wall 32.One plate 38 is connected to the lower end of wall 32,34 and extension 36, surrounds the bottom of footing jointing parts 16.Has the hole 40 that a long axis direction with footing jointing parts 16 is provided with in line on the plate 38; However, plate 38 still can have more hole.For example, four holes that are symmetricly set on the plate 38 can be arranged.Slit 42 is located on the wall 32 and extends along the width of whole wall 32 roughly.Being formed with five slits 42 and each groove on each wall 32 all is equidistantly to arrange haply.
With reference to Fig. 4 a and 4b, Fig. 4 a and 4b are another available footing jointing parts 17 and 27, in particular for small-sized garage and/or house.Here the another kind of footing jointing parts of mentioning 17 are similar to corresponding footing jointing parts 16 with 27, only have following difference.The plate 39 that is similar to plate 38 among Fig. 3 stretch out corresponding to outside the relative wall 32 of the relative wall 32 of footing jointing parts 16 to form a plate extension, for example, this plate extension can be a plate extension 41.Each plate extension 41 roughly is positioned on the central position at it and is provided with a hole 43.The long leg of wall 32 branch couples together by relative wall 45 relatively, and this wall 45 roughly is arranged in parallel and roughly relative wall 32 vertically is provided with.Another footing jointing parts 17 has a baffle plate (transverse plate), and for example, this plate can be the plate 47 that the upper end with relative wall 32 and 45 coupled together and sealed the upper end of these another one footing jointing parts 17.
Another one footing jointing parts 27 do not have baffle plate 47.So the top of another one footing jointing parts 27 is opened wide.Another one footing jointing parts 27 do not have the such slit of slit 42 on the wall 32 that is formed at footing jointing parts 16 and other footing jointing parts 17 yet.
With reference to Fig. 5 a, 6a and 7a, the joint component 18 that is rotationally connected comprise roughly symmetrical arm 44 and first and second linking arms of 46 such forms.Each arm 44 and 46 all has two pairs of relative walls, and for example, this relative wall can be the form of relative wall 48 and 50.Each plate 52 is connected to an end 51 of each arm 44 and 48, thereby each end 51 all is closed by end plate 52.All be formed with towards five slits 54 of the end 51 of arm 44 and 46 on each relative wall 48.Each slit 54 all extends perpendicular to arm 44 and 46 major axis and at the whole width of relative wall 48.In five slits 54 each is all according to the spacing setting that equates.
The be rotationally connected arm 44 and 46 ends 55 by arm 44 and 46 of joint component 18 interconnect rotationally.Stretch out its end away from plate 52 of while relatively on wall 50 slave plates 52 and have a semicircular extension 56, this extension 56 stretches out and surpasses adjacent relative wall 48.
With reference to Fig. 5 b, 6b and 7b, with Fig. 5 a, joint component 18 similar another that are rotationally connected shown in 6a and the 7a are rotationally connected, and the structure with the joint component 18 that is rotationally connected is identical basically for joint component 19, and only is that it does not comprise that end plate 52 does not comprise slit 54 yet.At Fig. 5 b, 6b and 7b and Fig. 5 a, the jointing among 6a and the 7a has used identical Reference numeral for identical parts.
The arm 44 and 46 of joint component 18 and 19 of being rotationally connected is to install like this.The semicircle extension 56 of arm 44 inserts the semicircle extension 56 of arm 46, makes hole 58 alignment on the semicircle extension 56.Pipe 60 holes 58 of passing alignment are managed 60 outer end simultaneously and are opened so that manage 60 semicircle extension 56 location with respect to arm 46. Arm 44 and 46 rotations with respect to pipe 60 come from the rotation of arm 44 with respect to pipe 60.
Relative wall 48 continuation of arm 44 are inserted into arm 44 around semicircle extension 56 the semicircle extension 56 interior ends of arm 46 and seal.On the contrary, the relative wall 48 of arm 46 does not continue an end of the arm 46 that is rotationally connected with arm 44 to be opened wide, with accepting arm 44 between the semicircle extension 56 of arm 46 around arm 46 semicircular extensions 56.
With reference to Fig. 5 c-e, 6c and 7c, the joint component 21,23 and 25 that is rotatably connected in addition is similar with the joint component 19 that is rotationally connected except following difference.The feature that is rotationally connected joint component 21,23,25 for convenience of description and is rotationally connected between the joint component 19 is distinguished, and identical parts have adopted identical Reference numeral.With reference to Fig. 6 c and 7c, the semicircle extension 57 of arm 45 is designed to insert the only partially enclosed rather than whole sealings of corresponding semicircle extension 56 of arm 46.Arm 45 and 46 among Fig. 6 c and the 7c is used for constituting jointing 21 respectively.Similarly arm is used to constitute connector and connects 23 and 25, and arm 46 has following trickle difference.For jointing 23 and 25, the arc extension 59 of arm 46 outwards opens slightly from its wall that stretches out 50.That is to say that the distance that jointing 23 and 25 arc extension 59 separate is slightly greater than the distance of relative wall 50.Also there is nuance in the arm 46 that constitutes jointing 25 parts with the arm 46 that constitutes jointing 21 parts.One with Fig. 4 a and 4b in the opened end portions of similar plate 59 closure arm 46 of plate 39.The semicircle extension 56 of arm 46 is positioned at an end of arm 46, and plate 59 is positioned at an other end of tubular arm 46.
With reference to Fig. 1,2a, 2b and Fig. 3, column 12 and footing jointing parts 16 are installed according to following mode.Hole 40 (see figure 3)s that stone bolt that protrudes upward from concrete slab or the bolt (not shown) the power bolt pass footing jointing parts 16.Nut is screwed on the screw of stone bolt or power bolt and is close to the plate 38 (referring to Fig. 3) of footing jointing parts 16, thereby footing jointing parts 16 are fixed on the concrete slab up to nut.By footing jointing parts 16 are fixed on the concrete slab, column 12 (seeing Fig. 1 and 2) relatively footing jointing parts 16 vertically is provided with, and by orientation suitably so that one end telescopically is received within the upper end of footing jointing parts 16.Column 12 is oriented to so that wall 20 can be in the relative pars intramuralis slip of footing jointing parts 16 relatively.Column 12 is just moved up or down then, till the upper surface of a relative concrete slab in upper end of column 12 is by appropriate location.When column 12 by after the location suitably, a fillet (see figure 7) will be passed slit 42 and 26 when slit aligns to 26 with slit to 42.Otherwise column 12 will be moved up or down a little up to fillet 62 can pass the slit 42 and 26 of alignment so that column is locked with respect to footing jointing parts 16.Fillet 62 passes footing jointing parts 16 and column 12, abut against on the external surface of footing jointing parts 16 1 relative walls 32 up to the inner surface of a vertical end 64 till.The longitudinal axis facing to the end 66 relative fillets 62 of vertical ends 64 of fillet is bent, up to the end 66 of this fillet 62 and opposite end 64 parallel and near footing joint component 16 and vertical ends 64 near the external surface of the wall 32 that faces toward of wall till.
With reference to Fig. 4 a, another footing jointing parts 17 can be according to the similar method of said method column 12 being connected to on the concrete slab, its difference is that the relative wall 20 of column 12 is not in the inside of the relative wall 32 of footing jointing parts 17, but in its slide outside.
With respect to the slip that jointing 19 slides column is connected in another footing jointing parts 27 with following similar mode by one in relative wall 32 and 45 inside.
With reference to Fig. 5 e, jointing 25 provides another footing jointing, and it can be connected to column on the concrete slab according to above-mentioned method about another kind of footing jointing 17.Yet jointing 25 also is suitable for respectively beam or column being connected on body of wall or the concrete slab according to other angle except that the right angle.
After column 12 was fixed on the footing jointing parts 16 and keeps straight up direction, the joint component 18 that is rotatably connected was connected to the upper end of column 12 according to following step.Any one arm 44 of this joint component 18 that is rotatably connected or arm 46 are according to being inserted into the upper end that the similar method of the method for footing jointing parts 16 is inserted column 12 with above-mentioned column 12.The arm that is inserted into the joint component 18 that is rotatably connected of column 12 upper ends is moved up and down, and till a pair of slit 26 (Fig. 2) of the part of slit 54 and the upper end of column 12 relative walls 20 is when aliging.A fillet (see figure 7) is inserted in the slit 26 and 54 of alignment then, and its method is as the slit 42 of the aforesaid conllinear that fillet 62 is inserted into footing jointing parts 16 and column 12 and 26 the similar method of mode.Bend to by the end 66 with fillet 62 and to make its position parallel with opposing vertical end 64, the joint component 18 that is rotatably connected is axially fixed with respect to column 12.
Another joint component 19 that is rotatably connected is connected to the upper end of column, and the used method of its method and the joint component 18 of being rotatably connected is slightly different.Be rotatably connected the arm 44 or 46 of joint component 19 by orientation suitably so that the upper end of column can slide up and down in the hollow arm 44 or 46 inside of the joint component 19 that is rotatably connected.The joint component 19 that is rotatably connected can be connected in and connects on the column that is similar to column 12; Yet column 12 is slidingly connected to the joint component 19 that is rotatably connected by it in be rotatably connected joint component hollow arm 44 or 46, and this is opposite with the be rotatably connected arm 44 or 46 of joint component 18 of sliding in column 12.The joint component 19 that is rotatably connected is used for connecting timber beam or column 47, under these circumstances, an end of timber beam or column is configured to make an end of timber beam or column 47 to slide at the hollow arm 44 or the 46 inner telescopicallies of the joint component 19 that is rotatably connected with respect to the hollow arm 44 or 46 of the joint component 19 that is rotatably connected.When timber beam or column 47 by the hollow arm 44 of the joint component 19 that suitably is positioned to be rotatably connected or 46 when inner, timber beam or column 47 can connect in the joint component 19 that is rotatably connected by the self tapping wood screw being screwed on one or two the relative wall 50 on arm 44 or 46.Four self tapping wood screws can be screwed into a single wall 50.
With reference to Fig. 9, shown timber beam 14 and wooden post 12 are connected on jointing 27,19,21 or 23 and 29.
Joint component 19 is designed to connect timber beam or column although be rotatably connected, and it also can be used to connect metal or precast beam or column.In this case, according to above-mentioned timber beam or the similar mode of column, by telescopically sliding metal or precast beam or column in the hollow arm 44 or 46 of joint component 19 that is rotatably connected, metal or precast beam or column can be connected on the joint component 19 that is rotatably connected.Then, arm 44 that metal or precast beam or column can be by the joint components 19 that will be rotatably connected or 46 wall are screwed into screw in the wall that is adjacent of metal or precast beam or column and are fixed on the joint component 19 that is rotatably connected.The joint component 19 that is rotatably connected also can use riveted joint, bolt, and welding or other known method that member is linked together are fixed on metal or precast beam or the column.
Be connected with the suitable of joint component 18 that be rotatably connected by the end with column 12 and beam 14, paired beam 14 is across between the relative column 12, each to beam 14 all roughly with on the column 12 that is oppositely arranged another to beam 14 conllinear.With reference to Fig. 2, top cap 30 is placed in and strides across adjacent two columns 12 or beam 14, thereby roughly the long axis direction with column 12 or beam 14 is vertical for its major axis.Top cap 30 is by being connected on column 12 and the beam 14 with respect to column 12 and beam 14 horizontal slip top caps, and the outer contacting flange 70 of top cap 30 touches the wall 20 of column 12 and beam 14 or 22 external surface simultaneously.When the cap 30 of slip top, they are protuberances 28 of aiming at extrusion molding, thereby make flange 70 pass the bottom of protuberance 28, pass through between 2 that the outside of flange 70 links to each other with wall 20 or 22 from the metal fillet of protuberance 28 simultaneously.By this way, top cap 30 can be connected in rapidly on column 12 and the beam 14, thereby is located between column 12 adjacent, almost parallel and the beam 14.Because top cap 30 suitably is connected in column 12 and beam 14, dividing plate and then can be connected on the cap of top and and then constitute wall and roof so that surround the house or the garage.
With reference to Figure 10, beam 90 can be with respect to another beam 14 and column 12 location, and this beam 14 and column 12 are corresponding to beam among Fig. 1 14 and column 12, so, beam 90 can outwards and downwards stretch out from the beam 14 and the joining of column 12, thereby constitutes the support of the eaves in house or garage.Beam 90 among this Figure 10 can be rotationally coupled to by the another one jointing 92 in Figure 11 and 12 on the column 12 and beam 14 of Figure 10.This another one jointing 92 has 3 linking arms, and for example, these arms are the arms 94 that connect rotationally each other.This arm 94 is similar to the arm 44,45 and 46 of be rotatably connected joint component 18,19,21 and 23 shown in Fig. 5 a-5d.
As the arm 44,45 and 46 of be rotatably connected joint component 18,19,21 and 23 described, arm 94,96 is connected rotationally.With reference to Figure 13 and Figure 15, the 3rd arm 98 constitutes by being similar to arm 99 such arms, but the 3rd arm with Fig. 5 a in wall 48 corresponding walls on have slit.Semicircular extension 101 is protruding from an end of arm 99, and similar with the semicircle extension 56 among Fig. 7 c; Yet, the spacing that the spacing that semicircle extension 101 separates is separated greater than semicircle extension 56.Semicircle extension stretches out the open mode of the wall that is stretched out from it and is similar to the mode that the jointing 25 Fig. 5 e illustrates in the above.Yet, in fact semicircular extension 101 open opening greater than the semicircle extension of jointing 25.Exceptional space between the semicircle extension 101 makes arm 98 and 99 be suitable for being connected and is rotationally connected joint 18,19,21 or 23 so that the joint that is rotationally connected is suitable for connecting three beams or column, rather than two.The 3rd arm 98 is connected on jointing arm 94 and 96 according to the following step.Corresponding to the semicircle extension 103 of the semicircle extension 101 of arm 99 the outside by the corresponding semicircle extension of arm 94 and 96.Arm 98 is connected on arm 94 and 96 rotationally by passing a pipe (not shown), this pipe is similar with the pipe 60 that arm 94 and 96 is rotatably connected to, yet the diameter that rotationally arm 98 is connected to the pipe on arm 94 and 96 is slightly littler than the diameter of pipe 60, thereby makes in its internal diameter that can be inserted into pipe 60.The pipe of linking arm 98 is with respect to arm 94 axial restraints rotationally, and its mode is identical with the mode of the above-described joint component 18 that is rotationally connected.Arm 94 can towards or the direction of leaving adjacent arm 96 and 98 rotate, and arm 96 and 98 also can according to similar mode towards or leave adjacent arm 94 and rotate.Arm 94,96 with 98 roughly one with pipe 60 be inserted in the vertical plane of the long axis direction of the pipe (not shown) of managing 60 inside and rotate.
With reference to Figure 12, column 12, beam 14 and beam 90 can be connected with each other according to the mode that column 12 and beam 14 is connected in the joint component 18 that is rotatably connected of stating of retouching above.Since the eaves in house or garage between the topmost on the wall in house or garage and house or roof, garage from the house or the wall in garage only stretch out one section less distance, so beam 90 is shorter than beam 14 usually.
With reference to Figure 14, the framework 102 in steelframe house or garage can have the beam 104 that protrudes upward with respect to the column 12 that intersects and beam 14, and column 12 that this intersects and beam 14 are corresponding to column 12 shown in Fig. 1 and 10 and beam 14.Usually, the support that a gutter 106 is set between the intersection point of the beam 104 that protrudes upward and column 12 and beam 14 is very useful.With reference to Figure 15, another jointing 108 has two corresponding to the arm 94 of jointing 92 and 98 arm 94 and 98, and the 3rd arm 110, the 3rd arm 110 is different with jointing arm 94 and 98, roughly intersect along the middle part of the length direction of jointing linking arm 110 end 112 and 114 with two general alignment, aforesaid end.The end 112 of arm 110 is protruding from the joining approximate horizontal of arm 94 and 98, and simultaneously end 114 112 protrudes upward from the end.End 112 also is connected on the beam 104 for gutter 106 provides support and end 114.With reference to Figure 16, another jointing 108 is connected in column 12, beam 14 and beam 104, uses the method for above-described jointing shown in Figure 10-12.
With reference to Figure 17 and 18, another joint component 72 that is rotatably connected comprises first and second linking arms, and for example, such linking arm can be a horizontal member 74 and a vertical member 76.Horizontal member 74 and vertical member 76 all have with Fig. 5 in the similar two pairs of relative walls 48 of corresponding relative wall and 50.Be connected to each end of horizontal member 74,52 lower ends that are connected in vertical member of another plate corresponding to the end plate 52 of the end plate among Fig. 5 52.All be provided with five slits 78 at each end of each relative wall 48 of horizontal member 74 and each relative wall 48 bottom of vertical member 76.In horizontal member 74 slits 78 each all is approximately perpendicular to the major axis of horizontal member 74, and each in vertical member 76 slits 78 is all in a similar manner perpendicular to the major axis of vertical member 76.Slit 78 is substantially in the whole width extension of wall 48 relatively.In any one group in three groups of five pairs of slits each all is a spaced set each other substantially to slit.
The relative wall 50 of vertical member 76 protrudes upward and the end that exceeds the adjacent relative wall 48 of vertical member 76 forms arc extension, and this extension can be the prominent point 80 of a head lamp brush guard pivot (rotation).Horizontal member 74 lower walls 50 are discontinuous, and are made up of two ends that are positioned at horizontal member 74 each end, so just make the zone line of horizontal member 74 do not sealed by lower wall 50.
Prominent 80 distances of separating of putting of the head lamp brush guard pivot of vertical member 76 are put the distance of the 80 relative walls 50 that align greater than dashing forward with head lamp brush guard pivot basically.Between the relative wall 50 of vertical member 76 and relatively roughly the spacing with the corresponding relative wall 50 of horizontal member 74 and 48 is identical respectively for the distance between the wall 48.
The horizontal member 74 of another relay part 72 that is rotatably connected and vertical member 76 are installed according to following method.By the prominent point of head lamp brush guard pivot 80 being alignd with the relative wall 48 of horizontal member 74 and the prominent point 80 of head lamp brush guard pivot inserted between the relative wall 48 and between the lower plate 50 of each end of horizontal member 74, and make prominent 80 of the head lamp brush guard pivot of vertical member 76 upwards be inserted horizontal member 74 inside.Vertical member 76 upwards moves in horizontal member 74, almost touches the inner surface of the upper wall 50 of horizontal member 74 up to the last arcuate surfaces of the prominent point 80 of head lamp brush guard pivot.Horizontal member 74 moves with vertical member 76 mutually so that align with the hole on the prominent point 80 of head lamp brush guard pivot in the hole on the relative wall 48 on the horizontal member 74 then.After the alignment of these holes, pipe 82 just can insert these holes, is connected to that head lamp brush guard pivot is prominent to be put on 80 and manage 82 outer end.Consequentially rotating of horizontal member 74 and vertical member 76 comes from the rotation of vertical member 76 with respect to pipe 82.
By said method horizontal member 74 and vertical member 76 are coupled together rotationally, vertical member 76 stretches out perpendicular to horizontal member 74 simultaneously, and the prominent point 80 of head lamp brush guard pivot is located in the first half of the relative wall 48 of horizontal member 74.By the rotation between horizontal member 74 and the vertical member 76, horizontal member 74 can freely rotate, and rotates with each direction towards vertical member 76, runs into up to an inner edge on the lower wall 50 till the relative wall 48 of vertical member 76.
This joint component 72 that is rotatably connected in addition is used to beam 14 is connected in the upper end of column 12 usually.This another be rotatably connected the vertical member 76 of joint component 72 be connected to column 12 upper ends mode similar with the method that column 12 or beam 14 are connected on the joint component 18 that is rotatably connected.By suitably the major axis of horizontal member 74 being alignd with the major axis of beam 14 and horizontal member 74 being inserted into an end of beam 14, horizontal member 74 is connected on the beam 14.The size of horizontal member 74 satisfies such condition, and promptly relative wall 48 can slide in the relative wall 20 of beam 14 and the upper wall 50 of horizontal member 74 slides in wall 22 lower ends of beam 14.The extension 24 of beam 14 is in lower plate 50 slip underneath of horizontal member 74.The relative wall 50 of vertical member 76 roughly faces toward the relative wall 48 and the centre between the relative wall 48 of horizontal member 74 of horizontal member 74.The quantity of the extension 24 that inwardly stretches out on the wall 20 of the wall 48 of horizontal member 74 and vertical member 76 and 50 width and beam 14 should satisfy following conditions, the relative wall 50 that is vertical member 76 can pass the inner edge of the extension 24 of beam 14, and can not meet this inner edge.Therefore horizontal member 74 just can be inserted into the inside of beam 14 according to the method described above, and can move axially with respect to beam 14, and can not be subjected to the interference from the relative wall 50 of 24 pairs of vertical members 76 of extension of beam 14.Horizontal member 74 moves axially with respect to beam 14, up to a pair of slit 78 of horizontal member 74 with till a pair of slit 26 of beam 14 is aimed at.By inserting fillet 62 about the method for the footing jointing parts 16 or the joint 18 that is rotatably connected as described above with horizontal member 74 with respect at beam 14 axial restraints.Slit 26 preferably is arranged on the length direction of beam 14, and beam 14 connects columns 12 by be rotatably connected joint component 72 of another one, does not limit each end.Such position of slit 26 make horizontal member 74 relatively beam 14 move axially, stretch out downwards from beam 14 thereby column 12 can be connected on the vertical member 76 and between the end of beam 14.With reference to Figure 16, this just can make beam 14 stretch out from the top 86 on roof downwards, and stretches out and surpass support post 12 so that constitute over-hang part 88 towards support post 12.Be used for cooperating the be rotatably connected beam 14 of joint component 72 more longer than being used for cooperating the be rotatably connected beam 14 of joint component 18, the part that grows is identical with the length of over-hang part 88.
Breach between the bottom plate 50 of horizontal member 74 is normally such, be that horizontal member 74 can rotate about 60 degree on the either direction downward towards vertical member 76, such rotation can not make an internal edge of one of lower wall 50 of horizontal member 74 run into a relative wall 48 of vertical member 76.Horizontal member 74 comes from the rotation of wall 50 in the inward flange of the extension 24 of beam 14 of vertical member 76 relative to rotating of vertical member 76.Because the prominent point 80 of head lamp brush guard pivot is positioned at the upper end of the wall 48 of horizontal member 74, therefore when vertical member 76 was provided with perpendicular to horizontal member 74, the prominent point 80 of pivot just can not disturb the inner surface of extension 24 when horizontal member 74 rotated with respect to vertical member 76.
With reference to Figure 19 and 20, the framework 120 that is used for steelframe house or garage comprises column 12 and column 122 and beam 124.Column 12 is corresponding to the column among Fig. 1 12, and column 122 is similar with column 12, but it roughly protrude upward from the centre of two columns 12 and with column 12 coplanes.Beam 124 protrudes upward and is similar to the beam 14 Fig. 1 from the upper end of column 12 and column 122, but it is in the plane that comprises column 12 and column 122, but stretches out towards the central peak 126 (seeing Figure 20) on the roof in house that is supported by framework 120 or garage.Central authorities' peak 126 roughly is positioned at the outer centre position of being supported by corner post 12 within the walls, and central peak 126 is positioned at the upper end of the beam 124 that upwards also inwardly stretches out mutually from the upper end of column 12 and column 122 simultaneously.Because beam 124 is not in the plane at column 12 and column 122 places, column 12 must suitably rotate relative to these members that are connected its lower end of power bolt, chemical anchors firmware or stone bolt with column 122, so that the jointing that makes lower end with beam 124 be connected to the upper end of column 12 and 122 can be inserted into the upper end of these columns.
With reference to Figure 21, the upper end of beam 124 interconnects rotationally by a jointing 128.Jointing 128 comprises several arms that is rotatably connected 94, and these arms 94 are connected on the common ring by its end, and an example of this ring is a tube-like piece 130.This arm 94 is similar with the arm of jointing 92 and 108 and be connected on the tube-like piece 130 by the hole on the relative wall 50 of arm 94, and the relative wall 50 on this arm 94 is corresponding to the relative wall 50 on the joint 18 that is rotatably connected among Fig. 5-7.Be connected on the tube-like piece 130 by rotating for 120, five arms of the framework shown in Figure 19-20.Arm 94 can move axially so that alignd in its upper end with beam 124 with respect to bar 130.Then according to the similar mode of above-described arm 94 about jointing 92 and 108, arm 94 just relatively beam 124 be connected.
Bar 130 is normally discontinuous, so that make it can pass the relative wall 50 of arm 94.Then, the end of tube-like piece 130 is fastened to each other so that improve the intensity of jointing 128.
Each above-mentioned jointing 16,17,92,108,72 and 128 can according to be similar to jointing 17 and 18 constitute connector 27 and 19 respectively, 21 and 23 method changes, so that obtain being used to connect the beam or the column of solid or hollow, such connection is to admit beam or column slidably in the inside of a jointing part, rather than in the part of the hollow end slides within jointing of column 12.

Claims (33)

1. one kind in order to constitute a building frame that comprises house or garage frame, and be used in the space with respect to the jointing of second positioning parts, first parts, this jointing has first and second linkages that are used for connecting first and second parts respectively, wherein, first linkage is arranged to telescopically and is connected first parts, first linkage with respect to first parts can two extreme positions and between any position, one of them extreme position is relative stretching motion mutual between the jointing and first parts position that takes place of maximum displacement in one direction, and the another one extreme position is the relative stretching motion position that maximum displacement takes place on the another one direction mutual between the jointing and first parts.
2. one kind in order to constitute a building frame that comprises house or garage frame, and be used in the space with respect to the jointing of second positioning parts, first parts, this jointing is configured to connect first and second parts respectively by first and second linkages, this first linkage comprises first connecting elements and this first connecting elements comprises a containing part that is used for admitting a corresponding convex member, this containing part for example is a slit, the hole, cavity or similar form, wherein, this first connecting elements is arranged to telescopically and is connected first parts, relative stretching motion between the jointing and first parts is by inserting the convex member respectively or pass the cavity of one first connecting elements, or stop in slit or the hole, the convex parts comprise a fillet, and this fillet can be the part of jointing.
3. one kind in order to constitute a building frame that comprises house or garage frame, and be used in the space with respect to the jointing of second positioning parts, first parts, this jointing is arranged to connect first parts and connect second parts by second linkage by first linkage, wherein, this first and second linkage is relatively turnable each other.
4. beam or column, this beam or column are configured to telescopically and are connected to a jointing, the function of this jointing is that beam or column are connected on other beam or column or stone bolt, chemical anchors firmware, power bolt or the similar item, wherein, beam or column have opening opposing on its relative sidewall, this opening opposing is configured to admit an elongate members so that the opening of beam or column can interfix with respect to the jointing telescopically, thereby stops the relative stretching motion of jointing and beam or column.
5. beam or column, this beam or column have the linkage that is used for connecting dividing plate at least one wall, this linkage comprises one or more relative reeds, the longitudinal axis of the longitudinal axis of this reed and beam or column and reed is unanimous on the whole, the free end of reed stretches out outside the wall of beam or column and is relative mutually, wherein, relative reed is arranged in the relative side of grid spacer between it.
6. jointing as claimed in claim 3, wherein first and/or second linkage comprises the scalable linkage that is used for connecting first and second parts respectively, wherein, this first and second linkage relatively and first and second parts separately can be located at two extreme positions and between any position.
7. jointing as claimed in claim 1, wherein second linkage comprises and is used for telescopically connecting the scalable linkage of second parts, wherein, this second linkage with respect to second parts can two extreme positions and between any position.
8. as claim 6 or 7 described jointings, wherein scalable linkage comprise one be used for admitting corresponding convex parts the containing part, this containing part for example is slit, hole, cavity or similar type, wherein, scalable linkage prevents by slit, hole, the cavity that the convex parts is inserted or pass first or second parts with the relative stretching motion of first or second parts.
9. as claim 6 or 7 described jointings, wherein, relative stretching motion between telescopic linkage and first or second parts is screwed into screw by scalable connecting elements is adopted with first or second parts, bolt is connected or similar fashion links together and stoped, and telescopic connecting elements is configured to be suitable for being screwed into similar fashion such as screw, bolt connection and is connected on first or second parts.Similarly, as flexible connecting elements, first or second parts can be arranged to be suitable for being screwed into screw, bolt connects or similar fashion is connected in flexible connecting elements.
10. as claim 6 or 7 described connectors, wherein jointing also comprises the locking device that is used for preventing the relative stretching motion between jointing and first or second parts, wherein, the jointing that connects of telescopically and first or second parts be arranged to mutual telescopically be located at two extreme positions and between any one position.
11. jointing as claimed in claim 10, wherein, locking device is arranged to jointing and the mutual telescopically of first and second parts that telescopically connects are positioned on a plurality of discontinuous positions, and described a plurality of discontinuous positions comprise two extreme positions and a position between them.
12. any as the aforementioned described jointing of claim, wherein, this jointing comprises the relative wall of an end that is fit to insertion first and/or second parts.
13. as any described jointing among the claim 1-11, wherein, this jointing comprises the relative wall of the relative wall that is adapted at admitting slidably between it first and/or second parts.
14. jointing as claimed in claim 13 wherein, has a pair of slit on the relative wall of this jointing, the corresponding slit that this slit is configured on the relative wall with first and/or second parts aligns.
15. jointing as claimed in claim 14, wherein, the slit of this jointing is how many to slit to what align and arrange on the relative wall of this jointing to comprising.
16. jointing as claimed in claim 15, wherein, corresponding slit comprises how many to slit to what align and be provided with on the relative wall of first and/or second parts.
17. as claim 10 or 11 described jointings, wherein, locking device comprises a fillet, this fillet can pass on the bow-shaped part of the slit of alignment or alignment and the jointing spare and the slit of first and/or second parts.
18. as any described jointing in the above-mentioned claim, wherein, first or second parts comprise that one is fit to jointing is connected stone bolt, chemical anchors firmware, power bolt or the similar item of erectting the concrete slab that building frame is arranged thereon.
19. as any described jointing among claim 1-3 and the 6-18, wherein, second linkage of this jointing comprises a plurality of linkages that are used for connecting a plurality of members.
20. jointing as claimed in claim 19, wherein, described linkage comprises the coupling part, and each coupling part is rotary with respect to the another one coupling part at least.
21. jointing as claimed in claim 20, wherein, the coupling part is relatively turnable in a common plane each other.
22. as claim 20 or 21 described jointings, wherein, the coupling part comprises linking arm.
23. jointing spare as claimed in claim 22, wherein, an end of a linking arm is connected in an end of another linking arm.
24. jointing as claimed in claim 22, wherein, an end of a described linking arm is to be connected in described another linking arm by a bonding pad between the two ends of described another linking arm.
25. as any described jointing among the claim 22-24, wherein, the linking arm of this jointing interconnects by a pair of outer wall relatively, described outer wall relatively is overlapping with corresponding interior relative wall, and inside and outside overlapping wall is relatively turnable mutually by an elongated member that is connected in described overlapping wall rotationally.
26. jointing as claimed in claim 25, wherein, the overlapped ends of outer wall relatively and interior relative wall is stretched out and is formed overlapping arc extension, and the linking arm of jointing can be relatively rotated mutually.
27. jointing as claimed in claim 24, wherein, the bonding pad of another one linking arm comprises a pair of outer wall relatively, is approximately perpendicular to these outer walls of wall relatively and is configured to make the linking arm that connects rotationally to relatively rotate.
28. as claim 24 or 27 described jointings, wherein, the separated spacing in outer contacting surface of arc extension of a linking arm of jointing of inner surface of outer relative wall that touches the another one linking arm is greater than the arc extension of the linking arm spacing from its relative wall that stretches out, so that the first and/or second parts flexible be connected on described another linking arm, and can not make first and/or second parts disturb a linking arm of described jointing.
29. jointing as claimed in claim 20, wherein, the coupling part connects rotationally by an elongated member that is provided as the hole on the relative wall that can pass the coupling part, and this coupling part that connects rotationally can be rotated in the plane perpendicular to the elongated member major axis.
30. jointing as claimed in claim 29, wherein, the coupling part can move axially by arc relatively elongated member, and with respect to arc elongated member in a plurality of rotated position along the length direction of arc elongated member.
31. any as the aforementioned described jointing of claim, wherein, first and second parts can be beam or column.
32. beam described in claim 4 or column, wherein, opening opposing is relative slit.
33. beam described in claim 5 or column, wherein, relatively reed along the length direction of beam or column on a wall of at least one beam or column according to the predetermined spacing setting.
CN00806209A 1999-03-02 2000-03-02 House and/or shed construction components Pending CN1347475A (en)

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
AUPP8962 1999-03-02
AUPP8962A AUPP896299A0 (en) 1999-03-02 1999-03-02 House and/or shed construction components
AUPP9178 1999-03-11
AUPP9178A AUPP917899A0 (en) 1999-03-11 1999-03-11 House and/or shed construction components
AUPP9229 1999-03-16
AUPP9229A AUPP922999A0 (en) 1999-03-16 1999-03-16 House and/or shed construction components
AUPQ5165A AUPQ516500A0 (en) 2000-01-19 2000-01-19 House and/or shed construction components
AUPQ5165 2000-01-19

Publications (1)

Publication Number Publication Date
CN1347475A true CN1347475A (en) 2002-05-01

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN00806209A Pending CN1347475A (en) 1999-03-02 2000-03-02 House and/or shed construction components

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EP (1) EP1165899A1 (en)
JP (1) JP2002538340A (en)
KR (1) KR20010110458A (en)
CN (1) CN1347475A (en)
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CA (1) CA2363546A1 (en)
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101914948A (en) * 2010-08-03 2010-12-15 南京工业大学 Novel composite material prefabricated mobile house
CN103074939A (en) * 2013-01-25 2013-05-01 南京林业大学 Bamboo structure emergency house with foldable portal frame
CN104988987A (en) * 2015-06-27 2015-10-21 河南奥斯派克科技有限公司 Thin wall inner flange C-type steel ground column connecting joint and structure
CN106400964A (en) * 2015-11-17 2017-02-15 广州新赛尔特篷房技术有限公司 Hut structure
CN107435404A (en) * 2017-09-25 2017-12-05 浙江昱美创新建筑科技有限公司 A kind of roof mounting structure
CN107460950A (en) * 2017-09-25 2017-12-12 浙江昱美创新建筑科技有限公司 A kind of prefabricated buildings

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AUPQ659700A0 (en) * 2000-03-30 2000-04-20 Klasgold Pty Ltd Frames for the construction of a structure including a house or shed and/or for mounting of objects including air- conditioning condensing units thereto
EP2535470A1 (en) * 2011-06-16 2012-12-19 Cheap Housing Espana, S.L. Foldable telescopic structure for houses

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE661829A (en) * 1964-04-01
GB1455265A (en) * 1973-08-09 1976-11-10 Skerne Eng Co Ltd Method and means for the connection of load bearing beams
CH586807A5 (en) * 1974-07-15 1977-04-15 Baur Vinzenz Maximilian Nodal point connector for rod structures - has tubular holding socket and ring with seat for keyed linking plug
AU532373B2 (en) * 1978-12-13 1983-09-29 Anthony W. Clarke & Associates Pty. Ltd. Portal building structural framing
FR2497857A1 (en) * 1981-01-13 1982-07-16 Atlas Maisons Metal profiles for prefabricated panel frames - have punched tongues to loop into and hold sheet metal panels
DE4032884A1 (en) * 1990-10-17 1992-04-30 Karl Hans Koch Ceiling constructed from panels supported on grid - with grid formed from hollow sections fastened together by connecting elements
ES2121645B1 (en) * 1994-11-21 1999-06-16 Munoz Carcedo Jose DETACHABLE AND VERSATILE MODULAR METALLIC CONSTRUCTION.

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101914948A (en) * 2010-08-03 2010-12-15 南京工业大学 Novel composite material prefabricated mobile house
CN103074939A (en) * 2013-01-25 2013-05-01 南京林业大学 Bamboo structure emergency house with foldable portal frame
CN103074939B (en) * 2013-01-25 2014-12-31 南京林业大学 Bamboo structure emergency house with foldable portal frame
CN104988987A (en) * 2015-06-27 2015-10-21 河南奥斯派克科技有限公司 Thin wall inner flange C-type steel ground column connecting joint and structure
CN106400964A (en) * 2015-11-17 2017-02-15 广州新赛尔特篷房技术有限公司 Hut structure
CN107435404A (en) * 2017-09-25 2017-12-05 浙江昱美创新建筑科技有限公司 A kind of roof mounting structure
CN107460950A (en) * 2017-09-25 2017-12-12 浙江昱美创新建筑科技有限公司 A kind of prefabricated buildings

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MXPA01008755A (en) 2003-07-14
BR0008710A (en) 2001-12-18
CA2363546A1 (en) 2000-09-08
JP2002538340A (en) 2002-11-12
KR20010110458A (en) 2001-12-13
EP1165899A1 (en) 2002-01-02

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