TWM636303U - Steel combined structure - Google Patents
Steel combined structure Download PDFInfo
- Publication number
- TWM636303U TWM636303U TW111205914U TW111205914U TWM636303U TW M636303 U TWM636303 U TW M636303U TW 111205914 U TW111205914 U TW 111205914U TW 111205914 U TW111205914 U TW 111205914U TW M636303 U TWM636303 U TW M636303U
- Authority
- TW
- Taiwan
- Prior art keywords
- steel
- shaped
- section steel
- composite structure
- welded
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 238000003466 welding Methods 0.000 claims abstract description 17
- 239000002131 composite material Substances 0.000 claims description 11
- 238000004080 punching Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000004566 building material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000000383 hazardous chemical Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/046—L- or T-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Superconductors And Manufacturing Methods Therefor (AREA)
Abstract
Description
本新型涉及一種型鋼組合結構技術,具體而言,本新型是一種具備容易製造一體成形,且結構穩固適用於各種管路支撐架設的型鋼結構技術。The present invention relates to a section steel composite structure technology, specifically, the present invention is a section steel structure technology which is easy to manufacture and integrally formed, and has a stable structure and is suitable for supporting and erecting various pipelines.
鋼結構建築具有自重輕、抗震性能好、工業化生產、裝配式安裝等諸多優點,因此常用於現代各項建築中,尤其是在高科技廠房的設計,利用鋼結構建築可以達到寬廣的運用空間,並且能配合各種建築形式而大幅變化以及更高等級的耐震結構強度。Steel structure buildings have many advantages such as light weight, good seismic performance, industrial production, and prefabricated installation. Therefore, they are often used in various modern buildings, especially in the design of high-tech factories. The use of steel structure buildings can achieve a wide application space. And it can greatly change with various building forms and have a higher level of seismic structural strength.
習用技術的鋼結構建築以各個型鋼彼此接合組成,交接接合處常用螺栓栓接作為組合的方式,但螺栓孔越多會使型鋼的生產效率越差,且影響型鋼的剛性強度及其抗腐蝕力,使型鋼容易受到外力破壞變形或腐蝕,導致影響建築的整體安全性。The steel structure buildings in the conventional technology are composed of various steel sections joined to each other, and the joints are usually bolted as a combination method, but the more bolt holes, the worse the production efficiency of the section steel, and affect the rigidity, strength and corrosion resistance of the section steel , so that the section steel is vulnerable to damage, deformation or corrosion by external forces, resulting in an impact on the overall safety of the building.
而當以焊接方式結合各個型鋼時,也常因焊道不足導致組合的型鋼結構不穩固,連接不夠緊密,容易分離鬆脫,而無法長期支撐建築結構體或是有效防震。And when the various steel sections are combined by welding, the combined steel structure is often unstable due to insufficient weld beads, the connection is not tight enough, it is easy to separate and loose, and it cannot support the building structure for a long time or effectively prevent earthquakes.
基於上述目的,本新型之目的在於提供一種型鋼組合結構,係包含:一型鋼,係用鋼板一體沖製成形而製程的長條狀結構體,型鋼具有一背板及與背板連接之至少一側板;其中,背板上具有複數個焊接部;其中,型鋼數量至少為兩個,型鋼彼此對稱設置,且型鋼的各該背板以該些焊接部彼此焊接結合;其中,各該焊接部間隔距離為200~300mm。Based on the above-mentioned purpose, the purpose of this model is to provide a composite structure of section steel, which includes: a section steel, which is an elongated structure formed by integral punching of steel plates, and the section steel has a back plate and at least one structure connected to the back plate. Side plate; wherein, there are a plurality of welding parts on the back plate; wherein, the number of section steel is at least two, and the section steel is arranged symmetrically to each other, and each of the back plates of the section steel is welded to each other by these welding sections; wherein, each of the welding sections is spaced The distance is 200~300mm.
請參閱圖1至圖3,圖中所繪示者為本新型型鋼組合結構的第一實施例,型鋼10用鋼板一體沖製成形而製程的長條狀結構體,型鋼10的總長為3000~10000mm範圍之間,本實施例中型鋼10的總長為6000mm,厚度為2.0mm,高度為41mm,寬度為40mm。型鋼10具有一背板11以及與背板11連接的至少一側板12,背板11的中央位置上具有複數個焊接部13,在本實施例中焊接部13為22個,且焊接部13從背板11的前端延伸至後端間隔設置。Please refer to Fig. 1 to Fig. 3, what is depicted in the figure is the first embodiment of the new type steel composite structure, the elongated structure body that
型鋼組合結構係由至少兩個型鋼10所結合組成,各該型鋼10彼此對稱設置,以背板11面對背板11,並以背板11彼此相連接。The profiled steel composite structure is composed of at least two profiled
型鋼10可為C型鋼或L型鋼或H型鋼或方形鋼的其中一種或是兩種以上組合而成,在本實施例中型鋼10為C型鋼所組成,C型鋼自重相較其他型鋼輕,而且生產快速方便,並能在有效地承載重量下又節省大量鋼材。The
C型鋼具有一背板11以及對稱於背板11兩側設置並與背板11連接的兩個側板12。各型鋼10以背板11面對背板11,並利用各背板11上的焊接部13彼此焊接結合,每個焊接部13的長度為30mm,且彼此間隔設置,焊接部13各自間的間距為252mm,從型鋼10前端平均設置至型鋼10後端。且焊接部13距離型鋼10前端端點14最近的距離為20mm,焊接部13距離型鋼10後端端點15最近的距離為30mm。The C-shaped steel has a
型鋼10彼此間利用焊接部13焊接後使背板11兩兩緊密接合,而且本新型型鋼組合結構加強焊接部13的數量,使型鋼10間的焊接點數量增加,使型鋼10組合時密合度更高,而能強化型鋼10組合後的結構強度,並且由於沒有使用螺栓栓接,使型鋼10結構生產簡單容易快速,型鋼10的強度也不會因為螺栓的開孔而破壞減弱。After the
本新型型鋼組合結構的型鋼10原料更進一步使用環保綠建築材質,除了符合國內綠建材的認證要求,並符合歐盟EU RoHS(Restriction of Hazardous Substances)的高規格認證標準考量,避免使用含有害物質的原物料及減少製造過程中高關注之合金元素物質材料,也減少使用對環境有重大衝擊的限用物質。因此可符合許多大型科技廠房與大樓的建築原料安全規範需求。The
本新型型鋼組合結構由於有強化數量的焊接部13做為型鋼10組接結合點,並且有彈性變化的組合方式,因此特別可以運用在現代高科技廠房的建築中,配合廠房中各種管路的支撐架設模式而組接成不同型態,不只可使施工快速有效進行,亦能具有比一般型鋼組合更高的承載力。The new type steel composite structure can be used in the construction of modern high-tech factory buildings, especially in the construction of modern high-tech factory buildings, and cooperates with various pipelines in the factory buildings because of the reinforced number of
10:型鋼 11:背板 12:側板 13:焊接部 14:前端端點 15:後端端點10: section steel 11: Backplane 12: side panel 13: Welding part 14: Front End Endpoint 15:Backend Endpoint
圖1是本新型所提供第一實施例型鋼之立體圖。Fig. 1 is the perspective view of the steel of the first embodiment provided by the present invention.
圖2是本新型所提供第一實施例之型鋼組合結構立體圖。Fig. 2 is a three-dimensional view of the combined structure of section steel provided by the first embodiment of the present invention.
圖3是本新型所提供第一實施例之型鋼側視圖。Fig. 3 is the profiled steel side view of the first embodiment provided by the present invention.
11:背板 11: Backplane
12:側板 12: side panel
13:焊接部 13: Welding part
Claims (6)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW111205914U TWM636303U (en) | 2022-06-06 | 2022-06-06 | Steel combined structure |
| JP2023001369U JP3242514U (en) | 2022-06-06 | 2023-04-24 | Shaped steel combination structure |
| US18/309,655 US20230392378A1 (en) | 2022-06-06 | 2023-04-28 | Shaped steel combination structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW111205914U TWM636303U (en) | 2022-06-06 | 2022-06-06 | Steel combined structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TWM636303U true TWM636303U (en) | 2023-01-11 |
Family
ID=86658693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW111205914U TWM636303U (en) | 2022-06-06 | 2022-06-06 | Steel combined structure |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US20230392378A1 (en) |
| JP (1) | JP3242514U (en) |
| TW (1) | TWM636303U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102021112759A1 (en) * | 2021-05-18 | 2022-11-24 | Wilhelm Layher Verwaltungs-Gmbh | scaffolding girders |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2042463A (en) * | 1934-04-21 | 1936-06-02 | Henderson Albert | Structural steel member |
| US2328441A (en) * | 1942-10-09 | 1943-08-31 | Herbert C Fischer | Structural member |
| US2601363A (en) * | 1946-11-29 | 1952-06-24 | Metallic Building Company | Nail beam |
| WO2008055292A1 (en) * | 2006-11-06 | 2008-05-15 | Weeks Group Pty Ltd | A floor pier support |
| US9027309B2 (en) * | 2012-01-09 | 2015-05-12 | Consolidated Metal Products, Inc. | Welded hot-rolled high-strength steel structural members and methods |
| PL431860A1 (en) * | 2019-11-20 | 2021-05-31 | Instytut Formy Spółka Z Ograniczoną Odpowiedzialnością | I-beam preform and I-beam manufacturing method |
| US20230193628A1 (en) * | 2021-12-03 | 2023-06-22 | Shawn Patrick KELLEY | Insulated Engineered Structural Member |
-
2022
- 2022-06-06 TW TW111205914U patent/TWM636303U/en unknown
-
2023
- 2023-04-24 JP JP2023001369U patent/JP3242514U/en active Active
- 2023-04-28 US US18/309,655 patent/US20230392378A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| JP3242514U (en) | 2023-06-22 |
| US20230392378A1 (en) | 2023-12-07 |
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