[go: up one dir, main page]

TWM636303U - Steel combined structure - Google Patents

Steel combined structure Download PDF

Info

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
Application number
TW111205914U
Other languages
Chinese (zh)
Inventor
洪國庭
Original Assignee
騏億鑫科技股份有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 騏億鑫科技股份有限公司 filed Critical 騏億鑫科技股份有限公司
Priority to TW111205914U priority Critical patent/TWM636303U/en
Publication of TWM636303U publication Critical patent/TWM636303U/en
Priority to JP2023001369U priority patent/JP3242514U/en
Priority to US18/309,655 priority patent/US20230392378A1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/046L- or T-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0473U- 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

A steel combined structure comprises: a shaped steel, which is a long strip-shaped structure formed by integral punching of steel plates, and has a backboard and at least one side board connected to the backboard; and the backboard has a plurality of welding parts. The number of the shaped steel is at least two, the shaped steels are arranged symmetrically with each other, and each of the back plates of the shaped steel is welded to each other by the welding parts; the distance between the welding parts is 200~300mm.

Description

型鋼組合結構steel composite structure

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 shape steel plate 10 is integrally punched into shape and process, the total length of shape steel 10 is 3000~ Between the range of 10000mm, the overall length of the steel 10 in this embodiment is 6000mm, the thickness is 2.0mm, the height is 41mm, and the width is 40mm. The section steel 10 has a back plate 11 and at least one side plate 12 connected with the back plate 11. There are a plurality of welds 13 at the central position of the back plate 11. In this embodiment, there are 22 welds 13, and the welds 13 are from The front end of the backboard 11 extends to the rear end at intervals.

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 steels 10 , each profiled steel 10 is arranged symmetrically with each other, with the back plate 11 facing the back plate 11 and connected with each other through the back plate 11 .

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 shaped steel 10 can be one of C-shaped steel, L-shaped steel, H-shaped steel, or square steel or a combination of two or more. In this embodiment, the shaped steel 10 is composed of C-shaped steel. The self-weight of C-shaped steel is lighter than other shaped steels, and The production is fast and convenient, and it can save a lot of steel while effectively carrying the weight.

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 back plate 11 and two side plates 12 arranged symmetrically on both sides of the back plate 11 and connected with the back plate 11 . Each section steel 10 faces the backboard 11 with the backboard 11, and utilizes the welded part 13 on each backboard 11 to be welded together, and the length of each welded part 13 is 30mm, and is arranged at intervals from each other, and the distance between the welded parts 13 is It is 252mm, and is set evenly from the front end of the steel 10 to the rear end of the steel 10. And the shortest distance from the welding part 13 to the front end 14 of the shaped steel 10 is 20 mm, and the shortest distance from the welded part 13 to the rear end 15 of the shaped steel 10 is 30 mm.

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 steel sections 10 are welded to each other by the welding part 13, the two back plates 11 are tightly joined together, and the combined structure of the new type steel strengthens the number of the welding parts 13, so that the number of welding points between the steel sections 10 increases, and the tightness of the combination of the steel sections 10 is improved. High, but can strengthen the structural strength of the combined steel 10, and because no bolts are used, the structural production of the steel 10 is simple, easy and fast, and the strength of the steel 10 will not be damaged and weakened by the opening of the bolts.

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 steel 10 raw material of the new type steel composite structure further uses environmentally friendly green building materials. In addition to meeting the certification requirements of domestic green building materials, it also meets the high-standard certification standards of the EU RoHS (Restriction of Hazardous Substances) and avoids the use of materials containing harmful substances. Raw materials and alloy element materials of high concern in the manufacturing process are reduced, and the use of restricted substances that have a significant impact on the environment is also reduced. Therefore, it can meet the requirements of building material safety regulations for many large-scale scientific and technological factories and buildings.

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 welded parts 13 as the combination points of the steel 10 groups, and the combination method of elastic changes. Supporting the erection mode and combining them into different types not only enables the construction to be carried out quickly and effectively, but also has a higher bearing capacity than ordinary steel combinations.

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)

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,該型鋼具有一背板及與該背板連接之至少一側板; 其中,該背板上具有複數個焊接部; 其中,該型鋼數量至少為兩個,該些型鋼彼此對稱設置,且該些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。 A steel composite structure, comprising: A section steel, which is a strip-shaped structure formed by integrally stamping a steel plate. The section steel has a back plate and at least one side plate connected to the back plate; Wherein, the backplane has a plurality of welding parts; Wherein, the number of the shaped steels is at least two, the shaped steels are arranged symmetrically to each other, and the back plates of the shaped steels are welded to each other through the welding parts; Wherein, the distance between the welding parts is 200-300 mm. 如請求項1所述的型鋼組合結構,其中該些焊接部數量為12至35個。The section steel composite structure as claimed in item 1, wherein the number of these welded parts is 12 to 35. 如請求項1所述的型鋼組合結構,其中該型鋼為C型鋼或L型鋼或H型鋼或方形鋼。The steel composite structure as claimed in item 1, wherein the steel is C-shaped steel or L-shaped steel or H-shaped steel or square steel. 如請求項1所述的型鋼組合結構,其中該型鋼長度為3000~10000mm。The section steel composite structure as described in claim item 1, wherein the length of the section steel is 3000~10000mm. 如請求項1所述的型鋼組合結構,其中各該焊接部的長度為20~40mm。The section steel combined structure as described in Claim 1, wherein the length of each welded portion is 20-40mm. 如請求項1所述的型鋼組合結構,其中該焊接部距該型鋼前端端點最近距離為10~30mm,距該型鋼後端端點最近距離為10~30mm。The section steel composite structure as described in claim item 1, wherein the shortest distance from the welding part to the front end of the section steel is 10-30 mm, and the shortest distance from the rear end of the section steel is 10-30 mm.
TW111205914U 2022-06-06 2022-06-06 Steel combined structure TWM636303U (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
JP3242514U (en) 2023-06-22
US20230392378A1 (en) 2023-12-07

Similar Documents

Publication Publication Date Title
CN109404002B (en) Tunnel structure
CN106638958A (en) Assembling type embedded beam-column joint structure
CN109695295B (en) A column-column-beam assembled integrated variable beam height joint and its construction method
KR101129086B1 (en) Curtain wall system
JP2018131777A (en) Building structure of light gauge steel
CN103556757B (en) The connecting elements of autoclaved lightweight aerated concrete Side fascia and steel column and construction method
TWM636303U (en) Steel combined structure
CN104234212A (en) Socket and spigot type light steel frame connecting joint and construction method thereof
CN110499833A (en) A Staged Energy Dissipation Damper
JP6612552B2 (en) Fireproof pillar and load bearing wall provided with the same
CN110777936A (en) Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam
CN209854935U (en) Compound concrete-filled steel tube corner post-steel beam joint
CN111649221A (en) Embedded latitudinal reinforced metal honeycomb structure and manufacturing method thereof
CN216341165U (en) A concealed traditional wooden structure building column-wall binding device
CN112832400B (en) Friction energy dissipation type damper and steel frame beam column connecting node
CN110629923A (en) Square building block and construction method
CN203603311U (en) Connection member of light steaming and pressing aerated concrete external wall panel and steel beam
CN211597373U (en) Combined corner post and roof girder connecting joint structure
CN212224210U (en) Steel structure frame for high-rise building
CN211447287U (en) Building steel structure convenient to assembly
CN210395823U (en) Square building block
CN116005847A (en) Manufacturing and assembling method of single-steel-plate shear wall
CN209603280U (en) The end structure of steel construction girder
CN114775791B (en) Municipal engineering steel structure installation construction method
CN208056417U (en) A kind of assembled interlayer floor