CN88100327A - Fabricated building structure - Google Patents
Fabricated building structure Download PDFInfo
- Publication number
- CN88100327A CN88100327A CN88100327A CN88100327A CN88100327A CN 88100327 A CN88100327 A CN 88100327A CN 88100327 A CN88100327 A CN 88100327A CN 88100327 A CN88100327 A CN 88100327A CN 88100327 A CN88100327 A CN 88100327A
- Authority
- CN
- China
- Prior art keywords
- sheet material
- supporting
- framework
- angle
- ora terminalis
- 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
Links
- 239000000463 material Substances 0.000 claims abstract description 48
- 230000002093 peripheral effect Effects 0.000 claims abstract description 6
- 239000002184 metal Substances 0.000 claims description 6
- 241000278713 Theora Species 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 8
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 230000002650 habitual effect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
-
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
- E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A self-supporting fabricated building structure is made up of a plurality of structural panels connected edge-to-edge to one another. The sheet material has an elongated peripheral structural member. These members engage corresponding members of an adjacent sheet material. Structural columns and beams that support the load in the box section that makes up the building. The structure avoids the need to make separate building frames or skeletons, while allowing the self-supporting building to be simply made by interconnecting fabricated panels.
Description
The present invention relates generally to building structure, particularly relevant assembled architecture steel work.
The providing an of project of the present invention produced to have by what assembling sheet material was made and placed vertically, keeps flat and the integral framework of the assembled architecture steel framework of roof component, and these assembling sheet materials are supported by itself, and propose to remove the possibility of main building framework structure.
Habitual steel frame building structure generally needs a main cage construction, comprise the internal connection part, place pillar vertically, keep flat beam, roof truss etc., and secondary plate-type component, for example be connected on the main frame construction with the whole bag of tricks, thus constitute place body of wall vertically, keep flat floor, ceiling, roof component etc.The present invention then proposes to build the assembled architecture steel work and the possibility that do not need to separate main secondary structure.
The present invention is the new ideas according to the shape member that constitutes elongation.It has specific cross-sectional profile, can be as the arris spare of assembling metal frame and sheet material, can also place vertically, keep flat on the member that is interconnected to contiguous framework sheet material, thereby constitute the integral body of metal building structure and interconnective section components, the placing pillar vertically, keep flat beam etc. of formation structure.
Therefore, one aspect of the invention provides from the assembled architecture sheet metal that supports and meet modulus, and it has the surrounding member that becomes section bar, so that the sheet material of adjacency and section components interconnect, constitutes the building framework or the skeleton of supporting load.
Another aspect of the present invention is the shape of elongation, can be used as the surrounding member of structural panel, and can each alternately couple together, to constitute the pillar and the beam of case shape or analogous shape.Yet this system preferably adopts the assembling sheet material with arris section components, the wall body structure of placing vertically, keeping flat and tiltedly put with formation.
The present invention is based on a kind of universal nodes, promptly according to a kind of like this system: two kinds, three kinds, four kinds section components of connection are placed or kept flat in the junction at member vertically by the mode of the pillar that the supporting load is set.The distinctive appearance of these members can be for the usefulness of this structural form.In practice, the geometry of member can reduce to two kinds of basic configurations, and one-tenth rectangle capable of being combined or triangle sheet material.
The essence of system of the present invention can be described as comprise a kind of owing to connecting the common version that three kinds or multiple section components constitute the node of box section.Any or multiple section components itself just can constitute the surrounding member of assembling sheet material.For example, be a kind of C word profile that is roughly elongation according to a kind of useful especially form of section components of the present invention, it has the end of a linear web member and symmetry.This end can have one to stretch out from web member and become about 135 ° first, with relative first part become about 90 ° second portion.In use, the pillar of box section can by four C sections with towards the end and the best therebetween spacing part of outside or separate part and constitute.In fact this structure forms the pillar or the beam of a square-section.Can comprise that the node between each section components of the bolt that stretches out by the spacing part etc. has multiple function, promptly the spacing part is for stoping the usefulness of heat bridge between the member, and provides the space of placing sealing mat etc.In addition, node also makes to place vertically between sheet material and the beam to form and connects, and if when under some is used, needing additional the reinforcing, also representing and bearing the additional point of reinforcing.
The node of the section components of above-mentioned four back-to-back C shapes is being represented fundamental node structure of the present invention, and for example it can be formed with one or more indivedual section components that constitute its surrounding member by placing or keep flat sheet material vertically.
For example, assembled architecture place vertically sheet material can by two each form by the frame of the surrounding member that comprises above-mentioned C shape section bar structure structure.When forming assembling sheet material, two frames link together, and each section components is presented with one require the position in abutting connection with what sheet material linked together.Its mode is that four section components together combine, to constitute the node of above-mentioned box section.For the sheet material of forming external wall, interior housing separately contains the secondary braced structures of different directions.Like this, the secondary structure of a housing can keep flat, and the secondary structure of an inside casing then can be placed vertically.Like this, in sheet material, just produce support, thereby the rigidity of opposing vertical force and horizontal force is provided.Secondary structure part can be connected with each other with spacing part etc. at its intersection point place.
Outside sheet material can be made adiabatic usefulness with fillings such as mineral wools, and similar purposes is also arranged between the secondary structure of two frames.Concerning the outside of such sheet material, last attached lining material contains the outside uses veneer, concerning its inside, then contains plastering plate.The sheet material mouth that also can punch, as window opening, or similar use.
Keep flat other compound cross-sections that beam equally also contains box section or made by the built-up sectional material member according to of the present invention, these section components can also constitute the peripheral arris that keeps flat sheet material of making floor or ceiling floor.Beam is a permanent structure, utilizes them to overcome unidirectional striding, and correspondingly with sheet material places these unidirectional striding by the spacing that meets modulus.Like this, for example floor just can be born in the top of a beam, and furred ceiling just can be born in its bottom.
Can combination and constitute the floor of supporting certainly of beam at its arris place, can comprise above-mentioned C tee section, as being connected to the aforementioned peripheral framework of placing sheet material vertically in a similar manner, and can comprise secondary plate equipment structure with veneer floor etc.In this case, secondary structure can comprise corrugated steel, or comprises the supporting member in U-shaped cross section as that works in placing sheet material vertically.The universal nodes that keeps flat can constitute in a similar manner and be connected on the aforesaid vertical node.
Roof sheet material can similar manner constitutes and is connected on the aforesaid floor, and owing to place suitable slotting inserts in the structure of universal nodes is arranged, just can obtain various roof slope.
Various building structure are manufactured in mainly being intended that of system of the present invention, particularly have the structure of the first floor, two layers and top layer.The structure used to relatively large building, it also is possible.
Body series can be for manufacturing on the place from supporting the usefulness of the sheet material of load manufacturing, thereby need be with minimum labour, machinery and duration when installing at the scene thereupon.Body series can be removed easily and intactly, and therefore building can be built from a place and be moved on another place again.
Fig. 1 is the end view according to the section bar steel work of a kind of elongation of the present invention.
Fig. 1 is the figure similar to Fig. 1 of the used secondary elongated structure member of the present invention.
Fig. 3 is the end view of four node structures that elongate member constituted or the node of type shown in Fig. 1.
Fig. 4 is the end view by the node structure that structural element constituted of main and less important elongation.
Fig. 5 and Fig. 6 are the other form end view of using the node structure of main and secondary member according to the present invention.
Fig. 7 is the steel framework plan view of manufacturing according to the present invention.
Fig. 8 is the end elevation of this frame.
Fig. 9 is the front elevational view of this frame.
Figure 10 is the phantom drawing of this frame.
Figure 11 is the plan view according to plate construction of the present invention.
Figure 12 is the end elevational view of this plate construction.
Figure 13 is the front elevation of this plate construction.
Figure 14 is the phantom drawing of this plate construction.
Figure 15 and Figure 16 are the combinations of using sheet material and end construction as previously shown, the sectional elevation of different building structure.
Fig. 1 is the end view according to basic elongation steel structure member 1 of the present invention.It has the profile of the C tee section of elongation substantially.Like this, this profile includes the linear web member 1a and the symmetrical ora terminalis 1b at middle part.Each ora terminalis has substantially with 135 ° and bends towards the inside of web member 1a and with the most end outside 1d of quarter bend to the 1c part.
Basic structure member shown in Fig. 1 can be used for constituting the surrounding member that the structure that will give explanation is used sheet material, and can be by arris to arris and other similar unit constructions, to constitute the node that also will give the building structure of explanation.Therefore each ora terminalis of member 1 can be provided with (not expressions in Fig. 1) such as suitable bolts hole.As shown in the figure, member can have about 23/8 " overall height and width, and member can " thick steel plate constitutes by for example 1/8.
Fig. 2 represents according to secondary elongation steel structure member of the present invention, become the profile of flute profile or U font substantially, have linear web member 2a and right angle ora terminalis 2b, for example member 2 can have the width of about 17/8 " height overall and about 3/4 ", and can be by 1/8 " steel plate constitute.
Fig. 3 is the end view of typical node structure or node, constitute by four basic structure members 1, lean against substantially privately and place, to constitute the supporting member in rectangular box shape cross section, when using, it can itself form placing post vertically or keeping flat beam of building by independent structural element 1, will give the peripheral arris of each sheet material of explanation with formation, but represent in Fig. 3.Again as shown in FIG. 3, each structural element 1 can be separated by spacing member 3, and spacing member 3 includes thermal insulation material or other suitable constructional materialss, decides according to the application of structure.As indicated in Figure 3, each member can connect with bolt and nut formula connector C.
Fig. 4 represents to use the single C shape structural element 1 and the exchanging form of the node structure of a pair of inferior member 2 that is connected by its each ora terminalis.Between the structural element that still connects, also be provided with and separate member 3 by bolt and nut formula connector C.
Fig. 5 represents the another kind combination according to member of the present invention, and wherein steel structure member 4 is connected between the relative paired basic building block 1.In this structure, for example each gemel 1 can each constitute the node of aforesaid each box section.
Fig. 6 represents the structural element 1 of application of aforementioned and the exchanging form of 2 node structure.
Fig. 7 represents the structure framework 5 made by aforesaid structural element 1 and 2 to Figure 10.Like this, framework has the periphery be made up of structural element 1 and the supporting member of the vertical elongation be made up of structural element 2.
Figure 11 represents member sheet material according to basic bearing load of the present invention to Figure 14.It is to constitute by a pair of aforementioned framework 5 with back-to-back relation is linked together.Like this, obviously, each surrounding member of sheet material will be placed to such an extent that can constitute the front about half of the node of the described type of Fig. 3.The sheet material profile that is made of two back-to-back members 1 is tangible especially in Figure 11, and two similar sheet material arris link together with keeping to the side rib, can provide box section node structure basic shown in Fig. 3 betwixt, is more tangible.Like this, when using this sheet material, and arris integrally constitutes each pillar by the surrounding member that connects and composes post and node when linking together with the formation building board with keeping to the side rib.In sheet material shown in Figure 13, each braced structures 2 is can be in framework 5 vertically directed at Figure 11, and can be by separating part or its similarity piece interconnects at its tie point place.
Obviously because Figure 10 is interconnected to the sheet material of type shown in Figure 14, just can constitute a kind of place vertically and (or) keep flat have whole from supporting place vertically post with (or) keep flat the building structure of supporting certainly of beam.
Figure 15 is the sectional drawing of the typical building structure of principle according to the invention.For example, it has one to be placed vertically post by what the joint formula node by four basic profile members 1 of back-to-back relation configuration among Fig. 3 constituted.Each member 1 has constituted the surrounding member of respectively placing sheet material vertically, has constituted illustrated wall body structure and place sheet material vertically.It comprises outside attached lining 7, inner attached lining 8 and the packing material between attached lining 9, for example thermal insulation material.
Figure 16 represents the sectional drawing of the typical floor slab structure of principle according to the invention.For example, it has by what the joint formula node by four basic profile members 1 of back-to-back relation configuration among Fig. 3 was constituted and keeps flat beam.Each member has constituted the surrounding member of the floor sheet material that respectively keeps flat and the top of a kind of member shown in Fig. 5.
The bottom of the sort of member shown in Fig. 5 and hanging truss 10 are supporting ceiling structure 20.
Obviously, by in the assembled architecture of the present invention, place and keep flat structure vertically, provide whole from supporting assembled arthitecutral structure by such shown in Figure 15 and Figure 16.
That here explain is better embodiment of the present invention, and the present invention is not limited to these, can also make improvements within the scope of the appended claims.
Claims (17)
1, the metal structural component of an elongation is characterized in that: have the cardinal principle c shape profile of the elongation of linear web member and symmetrical ora terminalis, each ora terminalis has from inside that web member stretches out with about 135 ° angle and the outside of stretching out with about 90 ° angle internally.
2, press the member described in the claim 1 for one, be characterised in that: this member and three additional similar components combinations, these members and interconnective each inside lean against privately and place, and utilize each web member to form the case shape elongate struts or the beam of square-section.
3, by the combination described in the claim 2, comprise the member that separates between each interconnective end.
4, by the combination described in the claim 2, wherein one of this member constitutes the rectangular configuration framework at least.
5, the rectangular configuration framework is characterized in that: have the peripheral metal member of elongation, it has the cardinal principle C shape profile of linear web member and the elongation of symmetrical ora terminalis, and each ora terminalis has with first angle from inside that web member stretches out and the outside of stretching out internally with second angle.
6, by the framework described in the claim 5, wherein first angle is about 135 °, and second angle is about 90 °.
7, by the framework described in the claim 5, being included in what stretch out between the relative member of surrounding member is the supporting member of groove shape profile substantially.
8, by the framework described in the claim 5, it is characterized in that: lean against fasteningly privately with another similar framework, substantially at right angles diverge to, constitute the rectangle building board with surrounding member in each framework.
9, by the sheet material described in the claim 8, wherein one of framework has first supporting member that stretches out between its relative surrounding member, another framework has second supporting member that stretches out between its relative surrounding member, rectangular to first supporting member.
10, in assembled arthitecutral structure, constitute the load supporting of box section by the metal structural component of four interconnective elongations, each described elongated substantially C shape profile with linear web member and symmetrical ora terminalis, each ora terminalis has the inside of stretching out with about 135 ° angle from web member, the outside of stretching out internally with about 90 ° angle, these members lean against privately with each inside that is connected and place, and utilizing each web member to constitute one is the supporting of the case shape elongation of square-section substantially.
11, by the structure described in the claim 10, wherein one of this structural element constitutes the surrounding member of a structural panel at least.
12, one includes some interconnective privately structural panels that lean against from supporting building structure, sheet material has the peripheral structure member of elongation, link to each other with the corresponding member of the sheet material of adjacency, with the supporting member of the box section self-supporting structure that constitutes building structure.
13, by the structure described in the claim 12, wherein supporting member is the building pillar of placing vertically.
14, by the structure described in the claim 12, wherein supporting member is for keeping flat beam.
15, by the structure described in the claim 12, wherein the surrounding member of each piece sheet material comprises a pair of web member section of diverging to, and the ora terminalis that is connected with each web member section of the sheet material of adjacency is arranged, and is the supporting member in rectangular box shape cross section substantially to constitute.
16, by the structure described in the claim 15, wherein the surrounding member of each piece sheet material comprises a pair of interconnective structural element, each this structural element has becomes the C of elongation shape profile substantially, and with linear web member and symmetrical ora terminalis, each ora terminalis has from inside that web member stretches out with about 135 ° angle and the outside of stretching out with about 90 ° angle internally.
17, by the structure described in the claim 16, wherein each of structural element is to comprising the surrounding member that independently is interconnected to the rectangular configuration framework.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| YUP-98/87 | 1987-01-26 | ||
| YU9887A YU44708B (en) | 1987-01-26 | 1987-01-26 | Construction assembly of steel panels |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN88100327A true CN88100327A (en) | 1988-11-02 |
Family
ID=25548324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN88100327A Pending CN88100327A (en) | 1987-01-26 | 1988-01-26 | Fabricated building structure |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0280050A3 (en) |
| JP (1) | JPS63277338A (en) |
| CN (1) | CN88100327A (en) |
| AU (1) | AU1022788A (en) |
| YU (1) | YU44708B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109058730A (en) * | 2018-07-16 | 2018-12-21 | 国网山西长治电力勘测设计有限公司 | Fixation fitting for steel-structure factory building |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2196624A1 (en) * | 1996-02-23 | 1997-08-24 | Allen S. Sparks | Riveted structural channel assembly and method for making same |
| ITCT20100001A1 (en) * | 2010-02-05 | 2010-05-07 | Salvatore Cali | STRUCTURAL METAL PROFILES WITH FAST ASSEMBLY. |
| CN110043788B (en) * | 2019-05-05 | 2024-02-27 | 浙江海迈材料科技股份有限公司 | Double-spliced groove steel for building support |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE7138467U (en) * | 1972-01-20 | Boonen P | I Profile beam, consisting of several interconnected rolled profiles | |
| FR1110447A (en) * | 1954-09-02 | 1956-02-13 | Profile for profiled bars | |
| FR2171875B3 (en) * | 1972-02-14 | 1975-02-14 | Valette Claude | |
| GB1596021A (en) * | 1978-01-24 | 1981-08-19 | Xfam | Building component |
| EP0040792B1 (en) * | 1980-05-24 | 1984-07-25 | Studio Rensch Montreux S.A. | Skeleton construction for buildings |
| GB2178776B (en) * | 1985-08-07 | 1989-08-23 | Mah Const & Eng Pty Ltd | Silo construction system |
-
1987
- 1987-01-26 YU YU9887A patent/YU44708B/en unknown
-
1988
- 1988-01-13 AU AU10227/88A patent/AU1022788A/en not_active Abandoned
- 1988-01-25 JP JP1437088A patent/JPS63277338A/en active Pending
- 1988-01-26 EP EP88101076A patent/EP0280050A3/en not_active Withdrawn
- 1988-01-26 CN CN88100327A patent/CN88100327A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109058730A (en) * | 2018-07-16 | 2018-12-21 | 国网山西长治电力勘测设计有限公司 | Fixation fitting for steel-structure factory building |
Also Published As
| Publication number | Publication date |
|---|---|
| YU44708B (en) | 1990-12-31 |
| AU1022788A (en) | 1988-07-28 |
| JPS63277338A (en) | 1988-11-15 |
| YU9887A (en) | 1989-10-31 |
| EP0280050A3 (en) | 1989-05-10 |
| EP0280050A2 (en) | 1988-08-31 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |