CN1107776C - A framing system for buildings - Google Patents
A framing system for buildings Download PDFInfo
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- CN1107776C CN1107776C CN 98807166 CN98807166A CN1107776C CN 1107776 C CN1107776 C CN 1107776C CN 98807166 CN98807166 CN 98807166 CN 98807166 A CN98807166 A CN 98807166A CN 1107776 C CN1107776 C CN 1107776C
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Abstract
A frame assembly for a building is disclosed. The frame assembly comprises broadly two vertically spaced horizontally extending frame members (12) interconnected by two horizontally spaced vertically extending frame members (11) thereby forming a rectangle. Each of the members has a central channel opening to one face of the member and two side channels which are positioned on each side of the central channel. The horizontal member has the base webs of the side channels removed at the ends thereof (18). By contrast the vertically extending member has the base web of the central channel removed at the ends thereof (8). The configured ends of respectively the horizontal and vertical members thereby provide complementary mating formations (19, 9) for the attachment of the horizontal (12) and vertical (11) members. Typically attachment of the horizontal (12) to the vertical (11) members occurs by means of fastening elements which extend in three mutually orthogonal axes thereby improving the axial and torsional load bearing properties of the frame assembly.
Description
Technical field
The present invention relates to a kind of framing system for buildings, particularly frame unit, comprise the frame assembly of these frame units and comprise the framed building of frame assembly.
Background technology
Proposed a variety of metal frame systems in the past, and in metal construction, can accurately make the characteristics of assembling so that utilize.Such metal frame system has the building method of simplification and obtains and use the not potentiality of readily accessible accuracy of monolithic brick, wooden construction and concrete.
Metal framework also has the advantage of the constructible rigid perimeter framework of the diagonal support members of not needing.In general, this rigidity is because the welding point between framework level and vertical part.This is not suitable for installing with the metalwork of plating or coating especially.Though can obtain the rigidity of hope with nut or turnbuckle, most systems does not so far still possess the simple and versatility of hope, so that they become the welcome alternative of single wood frame construction.
The inventor understands the steel building be used for storehouse etc., and they are to be connected by steel frame to make.These frameworks have a base portion and uprightly form the erection part of open end rectangle from the base portion both sides.In general, this framework will carry out antirust processing then.Yet horizontal element is not easy to finish with the on-the-spot attaching of vertical part.Need some forcing press, this will take heavy parts to building site.
In addition, framework is welded to one another.But in order to weld, two frameworks are perpendicular to one another, this makes welding complicated.Also have, welding damages antirust processing.
If therefore having a kind of device quickly and effectively steel framed structure to be erected in the building site can be of great use.
Summary of the invention
The purpose of this invention is to provide the fixing frame assembly of convenient and efficient each other vertically and horizontal element.
Another purpose of the present invention provides a kind of structure, and wherein prefabricated frame assembly end when needed, places on another with one of simple effective means wall of the upright formation of end butt joint.
According to an aspect of of the present present invention, a kind of building frame assembly is provided, comprise: one first framing spare and one second framing spare, each frame unit in each described first group and second group limits two first type surfaces, has one to the medial launder of the one side open of frame unit and the side channel of opening to the frame unit another side on the every side of medial launder, wherein the second framing spare cuts the web of its medial launder and side channel is stretched beyond medial launder in its end, and the end of the end of the first framing spare and the second framing spare connects mutually; And the end of the side channel web of the first framing spare cuts and inwardly is bent to form tab toward groove from its corresponding lateral margin, and the latter connects with the side channel side grafting plate of one of second framing spare and forms and be connected overlap surface.
Best, the first framing spare horizontal-extending, the second framing spare vertically extends.
Best, the end of the side channel web of the first framing spare is cut and inwardly is bent to form tab toward groove from its corresponding lateral margin, and the latter connects with the side channel side grafting plate of one of second framing spare and forms and be connected overlap surface.
In a particularly preferred embodiment, the web of first and second the framing spare end that bends inwards is the remainder that is basically perpendicular to web, so that frame unit connects so that the right angle is convenient each other.
Best, the first framing spare is engaging the second framing spare like this, connects the surface so that the frame unit that engages has the overlapping of extending along three roughly mutually orthogonal axis directions.
Generally speaking, described frame assembly comprises each first framing spare is connected to linkage on the contiguous frame unit in the second framing spare.
Best, as to do aligning on the overlapping matching surface of each the first framing spare and second framing spare hole, linkage comprises securing member, described securing member passes the hole of aligning and frame unit is firmly connected each other.
Best, described frame assembly comprises two horizontal-extending frame units that vertically separate that connected by two horizontally separated vertical extension frame units, makes assembly have an essentially rectangular configuration.
Best, the medial launder of horizontal-extending frame unit with respect to the frame assembly remainder and towards outside, the medial launder that vertically extends frame unit with respect to the frame assembly remainder towards interior.
Best, each part is by the steel sheet manufacturing and through anti-corrosion treatment, and steel-sheet thickness is 0.8-1.5mm.
According to a further aspect in the invention, a kind of building frame assembly is provided, assembly comprises: a plurality of frame units, each has one to the medial launder of frame unit one side open and the side channel of opening at the every side direction frame unit of medial launder another side, wherein the side channel web on frame unit one end, cut and form separately lateral margin and backward bending advance in the side channel and form tab and be used for overlapping and connect, the described lateral margin that separates holds a side channel that stretches out that connects frame unit, and described connecting has the side channel that extends to outside its medial launder on the frame unit end.
Frame assembly can comprise the one or more features with regard to the first aspect present invention explanation.For example frame assembly can comprise a described frame unit and the frame unit linkage connected to one another that connects.
According to another aspect of the invention, a kind of method that is formed on the frame unit of using in the frame assembly is provided, comprise step: a rectangle steel sheet is bent into seven parts arranged side by side, each part along with the connecting line vertical bending substantially of adjacent part, a frame unit of formation has one towards the medial launder of part one side with towards the side channel of part opposite side; And cutting seam forms two tabs and two tabs that bend inwards in the medial launder opposed end, makes them with respect to the extension that inwardly meets at right angles substantially of the remainder of intermediate plate part.
Best, described method also comprises another step, the rectangle steel sheet is divided into described seven parts side by side before described bending step.
In addition, described method also comprises the following steps, cutting seam in the opposed end of the plate portion that mid portion both sides and mid portion leave, and form two tabs in each part, and two pair of tabs that bend inwards, make them with respect to the extension that inwardly meets at right angles substantially of the remainder of plate portion.
Best, described method comprises the following steps also to hole in the every end towards each several part in a plurality of parts.
According to another aspect of the invention, provide a kind of framed building, comprise a plurality of aforesaid a plurality of frame assemblies, described assembly docks side by side to arrange and forms perisporium.
Described frame assembly can comprise with regard to the described one or more preferred features of first aspect present invention.
Generally speaking, this framed building is house, a building, and comprises a roof in the peripheral wall upper support.
Except described frame assembly side-by-side docking was arranged, they also installing on the top each other, formed two-ply in perisporium.
Described framed building preferably can have on one and a lower floor, and the bottom supporting on upper strata is on perisporium, and end face is also supported by perisporium.
Described framed building preferably also comprises the reinforcing prop that is arranged between adjacent butt joint frame assembly.
Described support column can be made by timber, in the side channel that communicates that post can be installed in vertically the extension frame unit is adjacent.
In accordance with a further aspect of the present invention, a kind of steel frame that is formed by a plurality of frame units is provided, each frame unit forms first to the 7th band shape part of separating at a parallel bending line of direction by first to the 6th, and at least the first, the 3rd, the the 5th and the 7th band shape partly is with has same widths, make first, the 3rd, the the 5th and the 7th band shape portion and all the other second, the 4th is vertical with the 6th part, they are first, second, the the 5th and the 6th bending line place bends to spill, become convex at remaining third and fourth bending line place, form open rectangular groove and the interlaced cross section of bossing.
Best, on chassis body, form notch portion in vertical upper edge, both ends the 3rd of four-tape shape part and the 5th bending line, on the end of the described four-tape shape part between two notch portion, form curved pars convoluta, the length of otch is identical with the width of four-tape shape part, this bend vertically bends towards down with respect to four-tape shape part, thereby form an open-ended rectangle cut-away portions, described cut-away portions is surrounded by described sweep and the 3rd and the 5th band shape portion.
In addition, vertical both ends in the second band shape portion of the main body of framework form otch along first and second bending lines, the length of the notch roughly width with the described second band shape portion is identical, on the end of the described second band shape portion of two cutout regions, form bend, and the vertical both ends in the 6th band shape portion of the main body of framework form another otch along the 5th and the 6th bending line, the length of the notch roughly width with described the 6th band shape portion is identical, on the end of described the 6th band shape portion between two cutout regions, form a bend, two described bends are respectively with respect to the approximate vertical bending that makes progress of the second and the 6th band shape portion, thereby form an open-ended rectangle cut and an open-ended rectangle cut of surrounding of surrounding by described bend and the first and the 3rd band shape portion by described bend and the 5th and the 7th band shape portion.
The present invention also extends to a kind of steel framed structure, comprise described first and second frameworks of drawing together, described first and second frameworks have open-ended rectangular recess and the protuberance of alternately arranging, the described first framework notch forms along the 3rd and the 5th bending line at vertical both ends of the four-tape shape portion of chassis body, the length of the notch roughly width with described four-tape shape portion is identical, on the end of the described four-tape shape portion between two notchs, form a bend, this bend is with respect to the bending vertically downward of described four-tape shape portion, thereby form an open-ended rectangle cut of surrounding by described bend and the 3rd and the 5th band shape portion, the described second framework otch forms along first and second bending lines at vertical both ends of the second band shape portion of chassis body, the length of the notch roughly width with the described second band shape portion is identical, on the end of the described second band shape portion between two notchs, form a bend, and form otch along the 5th and the 6th bending line at vertical both ends of the 6th band shape portion of chassis body, the length of the notch roughly width with described the 6th band shape portion is identical, on the end of described the 6th band shape portion between two notchs, form bend, two bends are crooked vertically upward with respect to the second and the 6th band shape portion respectively, thereby form one respectively by the open-ended rectangle cut of described bend and the encirclement of the first and the 3rd band shape portion and the open-ended rectangle cut of surrounding by described bend and the 5th and the 7th band shape portion, and at least the second and the 6th band shape portion of second framework is wideer than the second and the 6th band shape portion of first framework at least slightly, and at least the four-tape shape portion of second framework is narrower than the four-tape shape portion of first framework at least slightly.
Best, described frame construction comprises two first framework spaced and parallel settings in accordance with regulations; With two second frameworks, the relative first framework vertical extent on the link position on the upper and lower limit of the link position at each on the top margin of these first frameworks; Except protuberance and the cut on first frame ends that the 3rd to the 5th band shape portion that connects second framework forms, the protuberance that first to the 3rd band shape portion of first framework and the 5th to the 7th band shape portion form is coupled to the cut of second framework, and the overlapping of first and second frameworks is partly linked together.
Best, the web of middle slot portion cuts and forms from its respective lateral edge and protrudes side groove portion, and the belly of this incision is folding to middle slot portion, makes it and the web of complementary portion overlap, and also formation can connect the surface with what bolt or screw were fixed together.
Inwardly folding in addition web portion can fold an acute angle or obtuse angle, and the angle that has that is formed between connecting frame connects.Hole in advance in the surface that connects that is preferably in the junction, so that assembly is accurately arrived together with bolt.
In a preferred embodiment, the bolt connection comprises: the bolt that passes three mutual vertical axises; Bolt has and is arranged in a level or perpendicular along laterally and the axostylus axostyle of vertical axis extension; With the axostylus axostyle axes intersect in described level or perpendicular, make the firm connection that formation can be transmitted moment of deflection between frame unit.
Preferably frame part is by steel plate rolling or folding making, but also can be made by other material, or other method manufacturing, as extruding.The horizontal frame member part of best rectangular frame is arranged in its medial launder and opens outside framework, and vertical frame is arranged in side channel and opens outside framework.
With such arrangement, the centre that the underframe part can be located at the interior close fit of opening groove of these frame units has on the beam, and forms the continuous alignment along a wall.Similarly, one of upper frame part sub-support is striden the continuous top board of the joint between frame part.The vertical frame unit of adjacent frame can connect each other, and one or the first framing spare are embedded in the box-shaped part that the side channel that connects relatively by respective frame forms.Of course, if desired, also framework can be set, as horizontal frame member, side channel be opened outside framework.
Brief description
Can be easier to understand the present invention and implementation result referring to the accompanying drawing that the preferred embodiment of the present invention is shown, wherein:
Fig. 1 is the blank that frame unit of the present invention launches;
Fig. 2 is the cross section profile of the frame unit of formation;
Fig. 3 is the phantom drawing of the frame unit of formation;
Fig. 4 (a) is the nicked expansion blank that forms frame unit, and the end is shown in Fig. 4 (b) and 4 (c);
Fig. 5 is the enlarged perspective of Fig. 4 frame unit;
Fig. 6 (a) is the nicked expansion blank that forms frame unit, and the end is shown in Fig. 6 (b) and 6 (c);
Fig. 7 is the enlarged perspective of Fig. 6 frame unit;
Fig. 8 is the connection phantom drawing of complementary frame unit;
Fig. 9 is the phantom drawing and the opposed end figure of the joint that forms between the frame unit of complementation;
Figure 10 is the rectangular frame lateral view that forms with frame unit that illustrates previously and joint;
Figure 11 and 12 is connection layouts of the adjacent frame of type shown in Figure 10;
Figure 13 is the fragmentary, perspective view of adjacent frame.
Preferred embodiment
As shown in figure 10, the rectangular frame that framework 23 of the present invention comprises is to be formed by four frame units 11,12, and they are linked together in their bight by the joint of last bolt shown in Fig. 8 and 9.
It is the same can seeing each frame unit 11,12 cross section, and from the following describes as can be known, vertically part 12 fits snugly in the horizontal element 11.
Each frame unit 11,12 has to the middle slot portion 30,31 of each frame unit one side open and adjacent to the open side groove portion 32,33 of the another side of each frame unit 11,12.
Shown in Fig. 1-7, frame unit 11,12 folds or roll forming has along the right-angle bending of fold line 2a-2f, and vertically the base 1/11 of frame unit 12 is inwardly severed tab 7 of formation from every end along fold line 2c and 2d 6 in intermediate plate 3d.After frame unit 12 was shaped, shown in Fig. 4 (b) and 4 (b), tab 7 was inwardly folding between adjacent wall 3c and 3e.
Base 1/12 is inwardly severed formation tab 14 and 16 in each end 13 and 14 places along fold line 2a, 2b and 2e, 2f from every end in side plate 3b and 3f.After frame unit 11 was shaped, shown in Fig. 6 (b) and 6 (c), tab was inwardly folding between adjacent wall 3a and 3c.
The length L 1 of tab 7 is like this, after inwardly folding, forms a tip protrusion 9 and a medial launder 8 that holds frame unit 12 intermediate projections 19.Tab 14 in part 12 and 16 equal length L3-L5 are like this, after inwardly folding, are formed on the groove 17,18 on the opposite side of outstanding medial launder Shan 19. Groove 17,18 holds tip protrusion 9.
For this purpose, the width L2 of part 11 intermediate plate 3d is greater than the width of part 12 intermediate plate 3d, and the width L4 of part 12 side plate 3b and 3f and L6 are greater than the width of part 11 side plate 3b and 3f.
As shown in Figure 8, on the connection end of part 11, tab 7 and wallboard 3a, 3b, 3f and 3g have corresponding meta hole 20, and the tab on the end of phase accessory 12 14,16 and adjacent panels 3a, 3d and 3g have hole 21.Connect as shown in Figure 9 when overlapping in the end of part 11,12, hole 20 and 21 is aimed at, and tightens with tap bolt or screw 22 break-through, and part 11,12 is rigidly fixed together.
Can see, but hole 20 and 21 is arranged on the position in the plate of axle touch fastener 22 of electric screwdriver etc., so that assembling fast for this reason.
The rectangular frame 23 of assembling is a rigidity, and joint or structure epidermis add on it, with the anti-load that applies along the wall line.But when wishing, the cross binding lacing wire can be connected on it with securing member 22 or optionally additional securing member.
As shown in figure 11, preferably framework 23 has the wall height, and has the continuous medial launder that outwards is opened in location around the respective rectangular cross section base plate.Can use a corresponding top board that upper horizontal member 12 is fixed to and/or connect roof stringer etc.
Can see in Figure 11 (b), upright side channel 32 connects and forms the box-shaped portion 25 that opens, and it can fix a spline or dress communal facility pipeline etc.Connecting wallboard 3d can be interconnected by screw.
Figure 13 illustrates the part of the part 11 of frame assembly 23, part 11 side-by-side dockings of it and an adjacent frame assembly 23.Water jacket is outside, limits one thereby two 11 water jacket is open each other and vertically extends passage or conduit 30.
A reinforcement pillar 31 can be installed on the stayed surface, and extends upwardly by conduit 30.Pillar 31 generally can be wooden, but also available other material.The major function of pillar 31 is in case keep support structure in the fire casualty that makes steel part 11 fusings.This additional structural safety feature is important.
Another advantage of strengthening pillar 31 is that it keeps the continuity of wall from outer the observation time.When structure was extended and add other assembly 23, because adjacent part 11 tendencies are drawn back each other, this was even more important.The continuity of the wall that is formed by post 31 is attractive in appearance and heat insulation for building also to be important.
For multistory building, as seen from Figure 12, the side plate 3b and the 3f of the horizontal element 12 of butt joint are stacked face-to-face relatively, thereby can be secured together with screw at the opposite side of the case portion 28 that opposed slot 31 forms.
The complete form supply of framework can bond and/or screw is screwed at least one epidermal area.General epidermal area is a particle board, as arts and crafts timber (craftwood) or veneer.
The engineering structures laboratory of Queensland (Queensland) university is tested, and the frame unit of the present invention of diagram (CDS cross section) and the structural strength of " C " type section frame part (" C " cross section) are compared.Two sections all is by 1.0mmG550 Zincalume material system." C " cross section is made by the wide steel plate of about 194mm, and the CDS cross section is made by the wide steel plate of 197mm.Be to simplify test, except the end and outside the indispensable constraint in application of load place without any constraint.
The test of carrying out has:
A) post compression test; B) post bend test; And c) plate bend test.
The post compression
In the post compression verification, length 2, the single shell of column of 700mm is tested under axial load.Except every end with the plate application of load not limit lateral or twist motion.Application of load as far as possible equably.
Test two " C " cross sections and two CDS cross sections.The result is as shown in the table.
| Sample marking | Load (thousand Ns) lost efficacy |
| No. 1 post in " C " cross section | 10.6 |
| No. 2 posts in " C " cross section | 13.3 |
| No. 1 post in | 22 |
| No. 2 posts in CDS cross section | 24.1 |
CDS cross section inefficacy (fracture) load is about " C " cross section twice.
The post crooked test
In the post crooked test, long by 2, the single shell of column of 700mm is tested under bend loading.
" C " cross section and a CDS cross section are tested.The results are shown in following table.
| Sample marking | Limit load (KN) | Amount of deflection (mm) (approximately) under final load | Load under amount of deflection=span/150 (KN) (approximately) |
| " C " cross section | 2.3 | 105 | 0.9 |
| The CDS cross section | 1.6 | 22 | 1.5 |
Have reason test result be considered as load shape that two kinds of cross sections produce span/150 amounts of deflection for and performance.It is as shown in the table, and on 150 amounts of deflection divided by span, the load of CDS post carrying is about 1.5 times of " C " post.Because the failure mode that two class posts stand is not represented the work service state, should not make reasonable comparison to the ultimate strength of two class posts.The plate crooked test
In the plate crooked test, the individual plates of long 800mm is tested under bend loading.Along with load on the plate increases progressively up to inefficacy, measure the bend loading in deflection.Because plate is not relative axis of bending symmetry, test in the situation up and down at the plate face.The plate bend test the results are shown in following table.
| Sample | Load (KN) lost efficacy | Load under amount of deflection=span/150 (KN) (approximately) |
| " C " cross sectional plates upwards No. 1 | 2.121 | 2 |
| " C " cross sectional plates upwards No. 2 | 2.141 | 2 |
| " C " cross sectional plates upwards No. 3 | 2.162 | 2 |
| Downward No. 1 of " C " cross sectional plates | 6.984 | 6 |
| Downward No. 2 of " C " cross sectional plates | 6.884 | 6 |
| Downward No. 3 of " C " cross sectional plates | 6.857 | 6 |
| CDS cross sectional plates upwards No. 1 | 5.264 | 4 |
| CDS cross sectional plates upwards No. 2 | 5.344 | 4 |
| CDS cross sectional plates upwards No. 3 | 5.367 | 4 |
| Downward No. 1 of CDS cross sectional plates | 7.197 | 4 |
| Downward No. 2 of CDS cross sectional plates | 7.149 | 4 |
| Downward No. 3 of CDS cross sectional plates | 6.949 | 4 |
In this test, except " C " cross sectional plates, all test samples are to lose efficacy in point load loading place.Therefore if application of load lost efficacy to eliminate load(ing) point on than large tracts of land, then had Different Results.
Put it briefly, when bending, have intensity, be about 2.5 times that have to " C " of upper limb cross sectional plates to the CDS of upper limb cross sectional plates.
When bending, have to the intensity of the CDS of lower edge cross sectional plates bigger than the intensity that has to " C " of lower edge cross sectional plates slightly.For with the test the different continuous slab of simple gripper shoe, the load that the CDS cross section can be stood is 1.3 times of " C " cross section.
Summary
Test points out that length is 2, and the compression load that the CDS section type of 700mm supports is about the twice of " C " section type.
Test is explanation also, and in the flexible limit of normally being on active service, length is 2, and the bend loading that the CDS section type post of 700mm supports is about 1.5 times of " C " section type post.
The explanation of plate crooked test, for the continuous slab of 600mm span between supporting, the load that CDS cross section template supports is 1.3 times of " C " cross section template, and CDS cross section template has and the identical rigidity of " C " cross section template.
At last, test result shows, and is similar or better to " C " section type with the CDS section type performance that same material and roughly the same steel using amount are made.
The advantage of said frame assembly is to link together when adding load the frame unit of opposing skew and distortion even it provides.This enables to build easily and efficiently the steel work of suitable intensity.As the feature of frame construction box structure and so on and that be connected and fixed along three mutual vertical axis, improve the rigidity of framework and assembly axially and the torque load ability to bear.In building operations, the workman is fixed together two parts very simple and can rapidly and efficiently carries out, and need not special technology.
The hollow bulb that can also pass part is by communal facilities, as the coolant lines of water pipe, electric wire or air-conditioning.
Certainly it will be appreciated that top described only be illustrative examples of the present invention, the scheme of the various modifications that the insider understands is all in the scope of the invention that claim limits.
Claims (28)
1. building frame assembly, comprise: one first framing spare and one second framing spare, each frame unit in each described first group and second group limits two first type surfaces, has one to the medial launder of the one side open of frame unit and the side channel of opening to the frame unit another side on the every side of medial launder, wherein the second framing spare cuts the web of its medial launder and side channel is stretched beyond medial launder in its end, and the end of the end of the first framing spare and the second framing spare connects mutually; And the end of the side channel web of the first framing spare cuts and inwardly is bent to form tab toward groove from its corresponding lateral margin, and the latter connects with the side channel side grafting plate of one of second framing spare and forms and be connected overlap surface.
2. frame assembly according to claim 1 is characterized in that, the first framing spare horizontal-extending.
3. frame assembly according to claim 1 and 2 is characterized in that the second framing spare vertically extends.
4. frame assembly according to claim 1, it is characterized in that, cut and inwardly past groove inner bending formation tab from corresponding lateral margin the end of the second framing spare medial launder web, and the latter connects with the medial launder web of one of first framing spare and forms the overlap surface that is connected.
5. frame assembly according to claim 4 is characterized in that, the web of first and second the framing spare end that bends inwards is the remainder that is basically perpendicular to web, so that frame unit connects so that the right angle is convenient each other.
6. according to claim 4 or 5 described frame assemblies, it is characterized in that the first framing spare is engaging the second framing spare like this, connect the surface so that the frame unit that engages has the overlapping of extending along three roughly mutually orthogonal axis directions.
7. frame assembly according to claim 6 is characterized in that, comprises each first framing spare is connected to linkage on the contiguous frame unit in the second framing spare.
8. frame assembly according to claim 7, it is characterized in that, the hole of doing aligning on the overlapping matching surface of each the first framing spare and the second framing spare, linkage comprises securing member, described securing member passes the hole of aligning and frame unit is firmly connected each other.
9. according to any one described frame assembly of claim 1-8, it is characterized in that frame assembly comprises two horizontal-extending frame units that vertically separate that connected by two horizontally separated vertical extension frame units, makes assembly have an essentially rectangular configuration.
10. frame assembly according to claim 9 is characterized in that, the medial launder of horizontal-extending frame unit with respect to the frame assembly remainder and towards outside, the medial launder that vertically extends frame unit with respect to the frame assembly remainder towards interior.
11., it is characterized in that each part is by the steel sheet manufacturing and through anti-corrosion treatment according to any one described frame assembly of claim 1-10, steel-sheet thickness is 0.8-1.5mm.
12. a building frame assembly, assembly comprises:
A plurality of frame units, each has one to the medial launder of frame unit one side open and the side channel of opening at the every side direction frame unit of medial launder another side, wherein the side channel web on frame unit one end, cut and form separately lateral margin and backward bending advance in the side channel and form tab and be used for overlapping and connect, the described lateral margin that separates holds a side channel that stretches out that connects frame unit, and described connecting has the side channel that extends to outside its medial launder on the frame unit end.
13. frame assembly according to claim 12 is characterized in that, comprise with a described frame unit with connect frame unit and be connected used linkage.
14. a method that is formed on the frame unit of using in the frame assembly comprises step:
A rectangle steel sheet is bent into seven parts arranged side by side, each part along with the connecting line vertical bending substantially of adjacent part, a frame unit of formation has one towards the medial launder of part one side with towards the side channel of part opposite side; And cutting seam forms two tabs and two tabs that bend inwards in the medial launder opposed end, makes them with respect to the extension that inwardly meets at right angles substantially of the remainder of intermediate plate part.
15. the method for formation frame unit according to claim 14 is characterized in that, also comprises another step, the rectangle steel sheet is divided into described seven parts side by side before described bending step.
16. method according to claim 14 or 15 described formation frame units, it is characterized in that, also comprise the following steps, cutting seam in the opposed end of the plate portion that mid portion both sides and mid portion leave, and form two tabs in each part, and two pair of tabs that bend inwards, make them with respect to the extension that inwardly meets at right angles substantially of the remainder of plate portion.
17. the method according to claim 15 or 16 described formation frame units is characterized in that, also comprises the following steps, hole in the every end towards each several part in a plurality of parts.
18. a framed building comprises a plurality of a plurality of frame assemblies as claimed in claim 1, described assembly docks side by side to arrange and forms perisporium.
19. framed building according to claim 18 is characterized in that, this building is house, a building, and comprises a roof in the peripheral wall upper support.
20., it is characterized in that except described frame assembly side-by-side docking was arranged, they also installing on the top each other, formed two-ply in perisporium according to claim 18 or 19 described framed buildings.
21. framed building according to claim 19 is characterized in that, this framed building can have on one and a lower floor, and the bottom supporting on upper strata is on perisporium, and end face is also supported by perisporium.
22. according to any one described framed building of claim 18-21, it is characterized in that, also comprise the reinforcing prop that is arranged between adjacent butt joint frame assembly.
23. framed building according to claim 22 is characterized in that, support column can be made by timber, in the side channel that communicates that post can be installed in vertically the extension frame unit is adjacent.
24. steel frame that forms by a plurality of frame units, each frame unit forms first to the 7th band shape part of separating at a parallel bending line of direction by first to the 6th, and at least the first, the 3rd, the 5th and the 7th band shape partly be with and have same widths, make the first, the 3rd, the 5th and the 7th band shape portion the second, the 4th vertical with the 6th part with all the other, they at first, second, the 5th and the 6th bending line place bends to spill, become convex at remaining third and fourth bending line place, form open rectangular groove and the interlaced cross section of bossing.
25. steel work according to claim 24, it is characterized in that, on chassis body, form notch portion in vertical upper edge, both ends the 3rd of four-tape shape part and the 5th bending line, on the end of the described four-tape shape part between two notch portion, form curved pars convoluta, the length of otch is identical with the width of four-tape shape part, this bend vertically bends towards down with respect to four-tape shape part, thereby form an open-ended rectangle cut-away portions, described cut-away portions is surrounded by described sweep and the 3rd and the 5th band shape portion.
26. steel work according to claim 24, it is characterized in that, vertical both ends in the second band shape portion of the main body of framework form otch along first and second bending lines, the length of the notch roughly width with the described second band shape portion is identical, on the end of the described second band shape portion of two cutout regions, form bend, and the vertical both ends in the 6th band shape portion of the main body of framework form another otch along the 5th and the 6th bending line, the length of the notch roughly width with described the 6th band shape portion is identical, on the end of described the 6th band shape portion between two cutout regions, form a bend, two described bends are respectively with respect to the approximate vertical bending that makes progress of the second and the 6th band shape portion, thereby form an open-ended rectangle cut and an open-ended rectangle cut of surrounding of surrounding by described bend and the first and the 3rd band shape portion by described bend and the 5th and the 7th band shape portion.
27. steel framed structure, comprise first and second frameworks according to claim 24, described first and second frameworks have open-ended rectangular recess and the protuberance of alternately arranging, the described first framework notch forms along the 3rd and the 5th bending line at vertical both ends of the four-tape shape portion of chassis body, the length of the notch roughly width with described four-tape shape portion is identical, on the end of the described four-tape shape portion between two notchs, form a bend, this bend is with respect to the bending vertically downward of described four-tape shape portion, thereby form an open-ended rectangle cut of surrounding by described bend and the 3rd and the 5th band shape portion, the described second framework otch forms along first and second bending lines at vertical both ends of the second band shape portion of chassis body, the length of the notch roughly width with the described second band shape portion is identical, on the end of the described second band shape portion between two notchs, form a bend, and form otch along the 5th and the 6th bending line at vertical both ends of the 6th band shape portion of chassis body, the length of the notch roughly width with described the 6th band shape portion is identical, on the end of described the 6th band shape portion between two notchs, form bend, two bends are crooked vertically upward with respect to the second and the 6th band shape portion respectively, thereby form one respectively by the open-ended rectangle cut of described bend and the encirclement of the first and the 3rd band shape portion and the open-ended rectangle cut of surrounding by described bend and the 5th and the 7th band shape portion, and at least the second and the 6th band shape portion of second framework is wideer than the second and the 6th band shape portion of first framework at least slightly, and at least the four-tape shape portion of second framework is narrower than the four-tape shape portion of first framework at least slightly.
28. frame construction according to claim 27 is characterized in that, comprises two first framework spaced and parallel settings in accordance with regulations; With two second frameworks, the relative first framework vertical extent on the link position on the upper and lower limit of the link position at each on the top margin of these first frameworks; Except protuberance and the cut on first frame ends that the 3rd to the 5th band shape portion that connects second framework forms, the protuberance that first to the 3rd band shape portion of first framework and the 5th to the 7th band shape portion form is coupled to the cut of second framework, and the overlapping of first and second frameworks is partly linked together.
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP169514/1997 | 1997-06-11 | ||
| JP09169514A JP3093168B2 (en) | 1997-06-11 | 1997-06-11 | Steel house frame materials |
| AUPO008697 | 1997-08-19 | ||
| AUPO8697 | 1997-08-19 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1263578A CN1263578A (en) | 2000-08-16 |
| CN1107776C true CN1107776C (en) | 2003-05-07 |
Family
ID=25645188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98807166 Expired - Fee Related CN1107776C (en) | 1997-06-11 | 1998-05-18 | A framing system for buildings |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN1107776C (en) |
| CA (1) | CA2293322A1 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469930B (en) * | 2013-09-06 | 2015-10-28 | 李震 | A kind of frame construction of construction wall |
| JP6723916B2 (en) * | 2013-10-16 | 2020-07-15 | プレストン、ジョン | Modular building structure using composite interconnected frame panels |
| CN111877625B (en) * | 2014-07-07 | 2023-01-03 | 岩石屋国际有限公司 | Frame system for building structures |
| ITUB20155634A1 (en) * | 2015-11-17 | 2017-05-17 | Sematic S P A | DRIVER AND SHOE ASSEMBLY |
| AU2017101799B4 (en) * | 2017-09-23 | 2018-04-05 | J & S Joyce Pty Ltd | Improvements in Building Construction |
| CN108222277B (en) * | 2018-02-27 | 2023-10-20 | 中材科技股份有限公司 | Modular space-expandable fast-assembling movable house structure and installation method thereof |
| CN108412850B (en) * | 2018-03-28 | 2020-04-21 | 江苏鼎立钢结构工程有限公司 | Inclined steel butt-joint structure |
| CN112912572B (en) * | 2018-06-19 | 2023-07-25 | Cds新制铁国际株式会社 | Frame for building, frame structure, panel structure, and method of constructing the same |
| CN109580392B (en) * | 2019-01-25 | 2023-08-25 | 河南交通职业技术学院 | Hydraulic pressure shear test machine |
| CN110258798B (en) * | 2019-07-12 | 2023-10-24 | 浙江东南网架股份有限公司 | Mounting method of assembled column base connection node |
-
1998
- 1998-05-18 CN CN 98807166 patent/CN1107776C/en not_active Expired - Fee Related
- 1998-05-18 CA CA002293322A patent/CA2293322A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| CA2293322A1 (en) | 1998-12-17 |
| CN1263578A (en) | 2000-08-16 |
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| C14 | Grant of patent or utility model | ||
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| ASS | Succession or assignment of patent right |
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