CN1201858A - Frame member and frame joining system for steel house - Google Patents
Frame member and frame joining system for steel house Download PDFInfo
- Publication number
- CN1201858A CN1201858A CN98109594A CN98109594A CN1201858A CN 1201858 A CN1201858 A CN 1201858A CN 98109594 A CN98109594 A CN 98109594A CN 98109594 A CN98109594 A CN 98109594A CN 1201858 A CN1201858 A CN 1201858A
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- frame member
- band
- portions
- barbed portion
- broken line
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 19
- 239000010959 steel Substances 0.000 title claims abstract description 19
- 238000005452 bending Methods 0.000 claims description 7
- 150000001875 compounds Chemical class 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000007373 indentation Methods 0.000 claims description 4
- 238000009432 framing Methods 0.000 abstract description 6
- 238000005520 cutting process Methods 0.000 description 6
- 238000010079 rubber tapping Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000001816 cooling Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 210000002287 horizontal cell Anatomy 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/08—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
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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)
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention provides a steel building framing member which has excellent intensity and service life and is convenient in assemblage. The framing member is composed of first-seventh zonal parts which are separated by first to sixth broken lines, wherein at least the first zonal part, the third zonal part, the fifth zonal part and the seventh zonal part are formed in the same width, the first broken line, the second broken line, the fifth broken line and the sixth broken line are folded into vale shapes, thereby the first zonal part, the third zonal part, the fifth zonal part and the seventh zonal part are vertical to other the second zonal part, the four zonal part and the sixth zonal part, other the third broken line and the fourth broken line are folded into peak shapes, the invention is provided with a central slot part which is opened to one side of the framing member, the side slot part of the central slot is opened to the other side of the framing member.
Description
The present invention relates to a kind of frame member and framework system of connections of building usefulness for steel.
In the so-called steel building of using in house, warehouse and accommodation, the framework of building is formed by the frame member connection of steel.Frame member is made of thick 0.8～1.5 millimeter steel plate usually, and the raised portion that frame member has a bottom surface and rises from these both sides, bottom surface forms a C tee section.The surface of all frame members is normally antirust.
Described steel building is to be connected mutually by described frame member to form, and the framework of formation comprises basis, supporting, beam, truss, and support bar, and steel plate or grey pertinax are installed on this framework formation wall, floor and roof etc. with cement-bonded or additive method.
When connecting frame member, if vertical company of end of the end of first frame member that for example play supporting role and second frame member that plays horizontal fender skid effect is bound up, then the upright cross section of the upright cross section of first frame member and second frame member will be coupled, and these upright cross sections will perhaps be connected with welding or some other method with fastening nut and bolt.
But, have cross section, a bottom surface and the frame member in a plurality of upright cross sections is arranged in each side of cross section, bottom surface, form a C tee section, be the problem of a weak intensity.In other words, when at vertical direction, horizontal direction or in torsional direction, add when load on all frame members, to be distorted and be out of shape, particularly when applying one from the top down energetically the time in conclusive direction, the transition section of the frame member in vertical direction has the danger of elongation in the horizontal direction.In addition, also having a problem is that all frame members are difficult to mutual location when all frame member connections, and coupled each several part has askew partially danger, makes the work of braced framing spare complicated.
For alleviating above shortcoming, developed the present invention, be used for frame member and structure that frame member is tied and the purpose of this invention is to provide, even in any direction applying, a load can both prevent skew and distortion, the work that this frame member is tied so just allows to be built into super-strength steel building, for can be carried out at an easy rate at the construction field (site).
Another object of the present invention provides the method for the upright and horizontal cell of a kind of braced framing, and is reliable and efficient in application.
A further object of the invention provides a kind of framework link system, wherein prefabricated framework can be lined up the relative relation of end end ready-madely and form a wall and if desired, with simple and effective and efficient manner makes one to be on another, for example, the preparation of multi-storey building, perhaps prepare smaller wallboard, these can transport easily and one of energy piles up on another and the end end joins, and form the structure of wall or the structure on floor or roof.
According to the above, the present invention belongs to a kind of construction system substantially, include central groove to the frame member recording quantity, also has side channel part adjacent therewith and that open wide towards the frame member another side, and the bottom of side channel part is cut open the formation breach in the end of a frame member, outstanding side channel part on the framework element that matches with admittance, this frame member side channel partly exceeds its central groove part.The bottom of the central groove part of this frame member that matches is cut open to form outstanding side channel part.
The side channel that is cut open bottom is folded back in the groove with the face that matches as sub-frame spare bottom, and the face that matches that these are overlapping can be screwed in together with bolt.Equally, the central groove bottom fold of cutting in the central groove cross section thereby the bottom of it and complementary portion overlapping.
According to the present invention, a kind of steel building frame member is provided, wherein the metal sheet of a rectangle is divided into the 1st to the 7th band-like portions by the 1st to the 6th bending line, these bending lines extend in parallel along same direction, and at least the 1, the 3rd, the 5th is identical with the 7th band-like portions width, the thereby the described the 1st, the 3rd, the the 5th and the 7th band-like portions to all the other the 2nd, the the 4th and the 6th band-like portions are vertical relation, the described the 1st, the 2, the the 5th and the 6th broken line place, they are converted into the mountain valley shape, and form the mountain peak shape at all the other the 3rd and the 4th broken line places, form a central groove part, to the recording quantity of frame member, adjacent with it side channel part is then opened wide to the another side of frame member.
The present invention also provides a frame member, wherein in above-mentioned all frame members, on frame member, vertical two ends of the 4th band-like portions form a breach along the 3rd and the 5th folding line, and between two barbed portion, form a tab in described the 4th band-like portions end, and the length of breach is identical with the width of described the 4th band-like portions, then tab is bent into the right angle downwards with respect to described the 4th band-like portions, so just forms the rectangular indentation at a beginning that surrounds by described tab and the 3rd and the 5th band-like portions.
The present invention also provides a kind of frame member, wherein in above-mentioned steel structure frame part, vertically form a breach along the 1st and the 2nd bending line two ends in these frame member the 2nd band-like portions, notch length is the same with the width of described the 2nd band-like portions, and have a tab to form at the end of described the 2nd band-like portions of two barbed portion, and form a barbed portion at vertical two ends along the 5th and the 6th bending line in the 6th band-like portions of described frame member, and the length of this barbed portion is identical with the width of the 6th band-like portions, the two ends of described the 6th band shape between two barbed portion form tab, and described two tabs the relative respectively the 2nd and the 6th band-like portions bend vertically upward, thereby form two breach of beginning rectangle, respectively by described tab with the 1st and the 3rd band-like portions and by described tab and the encirclement of the 5th and the 7th strap branch.
Further describe the present invention with reference to accompanying drawing.
Fig. 1 represents the blank of the expansion of frame member of the present invention;
The cross-sectional view of the frame member after Fig. 2 represents to be shaped;
The phantom drawing of the frame member after Fig. 3 represents to be shaped;
Fig. 4 is illustrated in the frame member that there is otch central groove end partly, (a) is expanded view, (b) is end-view, (c) is vertical view;
Fig. 5 is the enlarged perspective of the frame member of Fig. 4;
Fig. 6 is illustrated in the horizontal strut element that there is otch side channel part end, (a) is expanded view, (b) is end-view, and (c) is vertical view;
Fig. 7 is the enlarged perspective of the frame member of Fig. 6;
The phantom drawing that Fig. 8 connects for explanation vertical and horizontal frame member;
Fig. 9 is formed in the some views of finishing between vertical and frame member level that are connected, and (a) phantom drawing for amplifying (b) is front elevation drawing from the arrow directions X, (c) then is the front elevation drawing from arrow Y direction;
Figure 10 is the front elevation drawing of the rectangle framework that constituted with framework element and the connector shown in the front;
Figure 11 represents the framework shown in Figure 10 that along continuous straight runs connects, (a) is front elevation drawing, and (b) is the cross-sectional view along A-A;
Figure 12 is the framework shown in Figure 10 of connecting of along continuous straight runs, (a) is front elevation drawing, and (b) is the cross-sectional view along the B-B line.
Embodiments of the present invention are described below with reference to the accompanying drawings.
Fig. 1 to Fig. 3 represents the frame member of construction steel building, and 1 is the blank of frame member among the figure, is 0.7 millimeter to 5.0 millimeters rectangular metal plate for example steel plate or iron plate rolling forming by thickness, and treated anti-the getting rusty in surface.The blank of frame member is divided into regular interval by first to the 6th broken line 2a to 2f, and these broken lines distribute at parallel longitudinal, thereby form the band-like portions 3a to 3g of the 1st to the 7th width such as grade.
In order to make described the the 1st, the 3, the 5th and the 7th band- like portions 3a, 3c, 3e and 3g perpendicular to remaining the 2nd, the the 4th and the 6th band- like portions 3b, 3d and 3f, the described the 1st, the 2, the the 5th and the 6th broken line 2a, 2b, 2e is bent into into the grain tank shape with 2f, and all the other the 3rd and the 4th broken line 2c and 2d then are bent into the mountain peak shape.So frame member 1 forms the interval of groove shape structure, there is a central groove interval 5 to open and two side channel intervals 4 are adjacent with it and open to the another side of frame member to a face of frame member.
Fig. 4 and Fig. 5 represent upright to include described frame member 1 to frame member 11, and on vertical end of the 4th band-like portions 3d, form barbed portion 6 along the 3rd and the 4th broken line 2c and 2d, the length L 1 of barbed portion 6 is the same with the width L2 of the 4th band-like portions 3d, and tab 7 is to form between two barbed portion 6 on the end of described the 4th band-like portions 3d.Tab 7 relative the 4th band-like portions 3d bendings vertically downward then, thus the rectangular cut portion at beginning 8 forms, and this otch surrounds (referring to Fig. 4 b) by tab 7, the 3 band-like portions 3c and the 5th band-like portions 3e.This vertically causes ledge 9 on the end at two of frame member 11 thus, and this ledge 9 is formed on the notch portion both sides to 3g to 3c and the 5th to the 7th band-like portions 3e by the 1st to the 5th band-like portions 3a.
Fig. 6 and 7 expression horizontal strut parts 12 formed by described frame member 1, and barbed portion 13 are vertically to form on the end at two of the 2nd band-like portions 3b along the 1st and the 2nd broken line 2a and 2b.The length L 3 of barbed portion 13 is the same with the width L4 of the 2nd band-like portions 3b, and tab 14 forms between two breach 13 at the end of the 2nd band-like portions 3b.Similarly, breach 15 is in the end of the 6th band-like portions 3f, forms along the 5th and the 6th broken line 2e and 2f.The length L 5 of barbed portion 15 is the same with the width L6 of the 6th band-like portions 3f, and tab 16 forms between two barbed portion 15 in the end of the 6th band-like portions 3f.
Then two tabs 14 with 16 the relative respectively the 2nd with the 6th band-like portions make progress vertical bending, form the opening rectangular indentation 17 of being surrounded by tab 14 and the 1st and the 3rd band-like portions 3a and 3c, and similarly opening rectangular indentation 18 is surrounded by tab 16 and the 5th and the 7th band- like portions 3e and 3g to form.Correspondingly, ledge 19 is formed between 17,18 barbed portion that two of the central groove part that is positioned at frame member 12 is vertically held to 3e by the 3rd to the 5th band-like portions 3c respectively.
Moreover, frame member 12 the 2nd more identical with the 3f width or wide slightly than the 2nd and the 6th band-like portions 3b of frame member 11 with the 6th band- like portions 3b and 3f, and the 4th band-like portions 3d of frame member 12 is identical or narrow slightly with the width of the 4th band-like portions 3d of frame member 11.
In addition, the screw 20 of tapping is getting out on the 6th and the 7th band-like portions 3f and the 3g and on the 1st and the 2nd band-like portions 3a and the 3b, these constitute the tab 7 of ledge 9 and frame member 11, also have the screw 21 of tapping getting out on the 4th band-like portions that constitute ledge 19 and on the tab 14,16 of the 1st and the 7th band-like portions 3a and 3g and frame member 12.(referring to Fig. 8).
Describe below and connect frame member 11 shown in Fig. 8 to Figure 10,12 step, at first two upright framework element 11 parallel arrangements, and between them, reserve the interval of regulation, and in the position that the top margin of these upright frame members 11 connects, and the position that connects on the base, parallel and arrange properly frame member 12 perpendicular to frame member 11.When the ledge 19 of the breach 8 of frame member 11 ends and frame member 12 matches etc., the ledge 9 of frame member 11 matches with the breach 17 and 18 of frame member 12, forms the monoyin and monoyang connection.
At this moment, the tab 7 of frame member 11 covers on the upper surface of ledge 19 of frame member 12, and tab 7 plays the stop effect, and frame member 11 is positioned in vertical direction.In addition, the tab 14 of framework element 12 and 16 and the side of the ledge 9 of frame member 11 and 9 overlapping, and tab 14 and 16 stops use, thereby frame member 11 is positioned in the horizontal direction.So, when frame member 11 and 12 be positioned vertical each other, be positioned on frame member 11 ends screwed hole 20 be positioned on frame member 12 ends screwed hole 21 toward each other.
Then, thread-cutting screw 22 is screwed into as a connector in the tapping screw 20 and 21 of overlap of frame member 11,12, framework element 11,12 is connected in the end, constitute rectangular frame 23 shown in Figure 10.
Present invention comprises rectangular frame 23 as shown in figure 10, is linked up in its end by four frame members, 11,12 usefulness screw threads or Bolt Connection.
When constructing steel building, compound framework 23 assembled earlier before linking up, as shown in Figure 11, with interior in the horizontal direction parallel the sequencing of compound framework 23, the back-to-back mode of frame member 11 is connected to central groove part 5 to get on, with thread-cutting screw or similarly connect thing, constituted the hollow parts 25 (referring to Figure 11 (b)) that four recesses are arranged in the both sides of this coupling part 24 then this coupling part 24.In other words, constituted a box spare, thereby can improve the intensity of the double bracket 26 that includes two upright frame members 11 with hollow parts 25.
As shown in figure 12, compound framework 23 is arranged in parallel in the horizontal direction, and frame member 12 is connected to side channel part 4 in mode back-to-back, with thread-cutting screw or similarly connect thing, just formed then at the hollow parts 28 that has two recesses on the frame member 12 between these coupling parts 27 these coupling parts 27.In other words, formed a box-shaped part, thereby may improve the intensity of double bracket 29 with two horizontal strut parts 12 by hollow parts 28.
In addition, may make works even stronger, as long as in Figure 11 and 12, inlay filler or a kind of strengthening material for example lumps of wood rod or hollow square tube in the represented hollow section 25,28, and frame member 11 and 12 is fixed on the position with connection or other means.Can also be water piping, electric, the cooling pipe of circuit or idle call passes through hollow section to 25,28, and this structure can not make electric wire, pipeline expose thereby improve outward appearance.
In the form of described enforcement, connect framework element 11 and realize, but also can realize that fastening reaching fix with self-tapping screw or nut and bolt with 12 part and connecting of framework 23 with thread-cutting screw.
And, according to described form of implementation, the situation that to be frame member 11 at one end connect with 12 end of description, but also may connect other ends with similar structure.In addition, can also change the number of thread-cutting screw or self-tapping screw, be used for suitably cooperating with the size and the use position of member.
As mentioned above, the present invention has following effect. In the construction of steel building framework structure, can Being easy to a frame member in the building site or a plurality of framework links up, thereby eliminated connection The complexity of work. Moreover, and all frame members have slot type structure, thereby have improved The framework rigidity, and the steel building pedestal of excellent bearing capacity is built successfully, this Pedestal be subjected to vertically to, level or the power of reversing can be out of shape.
And, when being connected, pedestal forms when being linked togather to framework, by the depression of pedestal spare Part forms a recessed empty part, thereby forms the structure of a box, and this is a kind of more solid knot Structure. It also has a kind of effect is exactly to pass through water pipe, the cooling that electric wiring or air-conditioner are used The liquid pipeline passes hollow parts.
Claims (7)
1. one kind supplies the steel building member, comprise the 1st to the 7th band-like portions, cut apart by the 1st to the 6th broken line that extends in parallel along same direction, and at least the 1, the 3rd, the the 5th and the 7th band-like portions form with same widths, thereby the described the 1st, the 3, the the 5th and the 7th band-like portions be perpendicular to all the other the 2nd, the the 4th and the 6th band-like portions, they are the described the 1st, the 2, the the 5th and the 6th broken line place is converted into the paddy shape, and be converted into the peak shape at all the other the 3rd and the 4th broken line places, form one to the central groove part of the one side open of frame member and side channel part adjacent with it and that open to the another side of frame member.
2. by the described a kind of frame member of claim 1, it is characterized in that having a breach to form along at least one longitudinally end of the 4th band-like portions on the frame member along the 3rd and the 4th broken line, and between two barbed portion, have a tab to form in the end of described the 4th band-like portions, the length of this breach is identical with the width of described the 4th band-like portions, and described relatively the 4th band-like portions of this tab are tortuous vertically downward, form the rectangular slits of an opening thus in the end of central groove part, and form a ledge in the end of each side channel part.
3. according to the described a kind of steel building frame member of claim 1, it is characterized in that forming a barbed portion along at least one longitudinally end of frame member the 2nd band-like portions along the 1st and the 2nd broken line, and the length of this barbed portion is the same with the width of described the 2nd band-like portions, end in described the 2nd band-like portions, between two barbed portion, form a tab, at least one longitudinally end along described frame member the 6th band-like portions, be processed with a breach with the 6th broken line and the width of the length of this barbed portion and described the 6th band-like portions is the same along the 5th, the end of described the 6th band-like portions between two barbed portion is formed with a tab, and described two tabs the relative respectively the 2nd and the 6th band-like portions bend vertically upward, thereby form the rectangular cut portion of an opening in the end of each side channel part, and form a projection in the end of central groove part.
4. according to the described a kind of frame member of claim 1 to 3, the surface that it is characterized in that frame member is through handling in case get rusty.
5. member link system, for the usefulness that connects first and second frame member, each described member comprises the 1st to the 7th band-like portions, cut apart by the 1st to the 6th broken line along a direction extends parallel, the at least the 1, the 3rd, the 5 and the 7th strap is to form with same width, the thereby the described the 1st, the the 3rd, the 5 and the 7th band-like portions and all the other the the 2nd, the 4 and the 6th band-like portions are orthogonal, the described the 1st, they are converted into the paddy shape the the 2nd, the 5 and the 6th broken line place, and all the other the 3rd, be converted into the peak shape with the 4th broken line place, form a central groove part of opening wide to face of frame member and contiguous the place and to the frame member Xu side channel part of opening wide in addition.
Described first frame member has at least an end to be formed with a barbed portion along its described the 3rd and the 4th broken line, the end of described the 4th band-like portions between two described barbed portion, formation one tab, the length of breach is the same with the width of described the 4th band-like portions, and described tab bends vertically downward with respect to described the 4th band-like portions, form an opening rectangular indentation in the end of central groove part like this, and form a tab part in the end of each side channel part.
One end of described at least second frame member, form a barbed portion along its described the 1st and the 2nd broken line, the end of described the 2nd band-like portions between two barbed portion forms a tab, and the length of described barbed portion is identical with the width of described the 2nd band-like portions, and form a barbed portion along its described the 5th and the 6th broken line, the end of the 6th band-like portions between two barbed portion forms a tab, the length of described breach is identical with the width of described the 6th band-like portions, and two described tabs are respectively with respect to the described the 2nd and the 6th band-like portions bending vertically upward, thereby form the barbed portion of an opening rectangle in the end of each side channel part, and form a ledge at the end of central groove part.
And the 2nd and the 6th band-like portions of the 2nd and the 6th band-like portions of described at least second frame member and described first frame member have same width or wide slightly, and the 4th band-like portions width of the 4th band-like portions of described at least the 2nd frame member and described first frame member is the same or narrow slightly.
Wherein two described first frame members are for be arrangeding in parallel, and the interval that a regulation is arranged, and the coupled position on top side face is provided with parallel and the interval of regulation is arranged, and in these first frame members on the coupled position of the upper and lower side of coupled position of the top side face of each, described second frame member is configured on the position of regulation, or become vertical direction to install with respect to described all first frame members, but also the ledge that is formed by the 3rd to the 5th band-like portions on described second frame member is matched with the described notch portion end of described first frame member, and match with the described notch portion of described second frame member by the the 1st to the 3rd and the 5th to the 7th formed ledge of band-like portions of described first frame member, and the lap of described first and second frame member connects with connecting piece.
6. framework system of connections, supply usefulness according to the connection of described first frame member of claim 5 and second framework, it is characterized in that two described first frame members be arranged in parallel with being partitioned into of regulation, and in these first frame members on the coupled position of the upper and lower side of coupled position on the top side face of each, described second frame member becomes vertical with respect to described first frame member and is provided with, the ledge that forms except the 3rd to the 5th band-like portions that make by described second frame member is with the barbed portion of the described first frame member end matches, the the 1st to the 3rd band-like portions by described first frame member match with the barbed portion of described second frame member with the formed ledge of the 5th to the 7th band-like portions, the overlapping part of described first and second frame member is tied with connecting piece, form compound framework, and the central groove of first frame member of wherein said compound framework part connects together with back-to-back state, forms a hollow parts and divided by the side groove portion of the first overlapping frame member in the both sides of bound fraction.
7. a framework system of connections, usefulness for first member according to claim 5 and the second frame member connection, it is characterized in that of the spaced and parallel configuration of two described first frame members with regulation, these first frame members each the top side with coupled position on and on the coupled position at downside, described second frame member becomes arranged perpendicular with respect to described first frame member, the ledge that constitutes except the 3rd to the 5th band-like portions that make by described second frame member and the barbed portion of the described first frame member end cooperate, match with the barbed portion of described the 2nd frame member by the 1st frame member the 5th to the 7th band-like portions and the formed ledge of the 1st to the 3rd band-like portions, the overlapping part of the described the 1st and the 2nd frame member connects with connecting piece, thereby form compound framework, the side channel of second frame member of wherein said compound framework part is bound up in mode back-to-back, and the central groove of the second overlapping frame member between these joining parts partly forms a hollow parts.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09169514A JP3093168B2 (en) | 1997-06-11 | 1997-06-11 | Steel house frame materials |
| JP169514/97 | 1997-06-11 | ||
| JP169514/1997 | 1997-06-11 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1201858A true CN1201858A (en) | 1998-12-16 |
| CN1113137C CN1113137C (en) | 2003-07-02 |
Family
ID=15887928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN98109594A Expired - Fee Related CN1113137C (en) | 1997-06-11 | 1998-06-09 | Frame member and frame joining system for steel house |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP3093168B2 (en) |
| KR (1) | KR100341363B1 (en) |
| CN (1) | CN1113137C (en) |
| HK (1) | HK1017040A1 (en) |
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| CN102037195B (en) * | 2008-12-25 | 2013-08-28 | 株式会社大气社 | Building assembly structure and building assembly method using assembly structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4625528B2 (en) | 2009-02-27 | 2011-02-02 | 株式会社シーデーエスニュースチールホームズインターナショナル | Building unit structural member and floor structure using the unit structural member |
| CN102605898A (en) * | 2010-11-02 | 2012-07-25 | 上海惠亚铝合金制品有限公司 | Combined type framework structure, warehouse board applying same and assembling structure of warehouse board |
| CN103114648B (en) * | 2012-11-26 | 2015-07-15 | 北京工业大学 | Multi-high-layer assembly type steel structure frame-center supporting system |
| KR101579267B1 (en) * | 2014-06-03 | 2015-12-21 | 주식회사 로뎀코퍼레이션 | Frame for a steel house |
| FR3065433B1 (en) | 2017-04-24 | 2019-11-15 | Renault S.A.S. | ARTICULATED DETECTION OR COMMUNICATION DEVICE AND CORRESPONDING VEHICLE |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05280156A (en) * | 1992-04-01 | 1993-10-26 | Sekisui Chem Co Ltd | Folded plate roof |
-
1997
- 1997-06-11 JP JP09169514A patent/JP3093168B2/en not_active Expired - Fee Related
-
1998
- 1998-06-09 CN CN98109594A patent/CN1113137C/en not_active Expired - Fee Related
- 1998-06-10 KR KR1019980021472A patent/KR100341363B1/en not_active IP Right Cessation
-
1999
- 1999-05-20 HK HK99102237A patent/HK1017040A1/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102037195B (en) * | 2008-12-25 | 2013-08-28 | 株式会社大气社 | Building assembly structure and building assembly method using assembly structure |
| CN102003039A (en) * | 2010-11-02 | 2011-04-06 | 上海惠亚铝合金制品有限公司 | Combined-type framework structure as well as applied warehouse plate and assembling structure of warehouse plate |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1017040A1 (en) | 1999-11-12 |
| KR19990006842A (en) | 1999-01-25 |
| KR100341363B1 (en) | 2002-08-22 |
| CN1113137C (en) | 2003-07-02 |
| JPH111993A (en) | 1999-01-06 |
| JP3093168B2 (en) | 2000-10-03 |
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