TWI810034B - Steel beam connection structure - Google Patents

Steel beam connection structure Download PDF

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TWI810034B
TWI810034B TW111131598A TW111131598A TWI810034B TW I810034 B TWI810034 B TW I810034B TW 111131598 A TW111131598 A TW 111131598A TW 111131598 A TW111131598 A TW 111131598A TW I810034 B TWI810034 B TW I810034B
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steel beam
connection structure
height
fixed
fixed end
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TW111131598A
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TW202409385A (en
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賴政興
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賴政興
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Abstract

A steel beam connection structure includes a first steel beam, a second steel beam, and a connection member. The first steel beam includes a first fixing end having a first size. The second steel beam includes a second fixing end having a second size. The second size is smaller than the first size. The connection member is fixed between the first fixing end and the second fixing end. Therefore, the present invention achieves the connection structure between a larger steel beam and a smaller steel beam.

Description

鋼樑連接結構Steel beam connection structure

本發明係有關於一種鋼樑結構,特別是指一種用於不同尺寸的鋼樑連接結構。The invention relates to a steel beam structure, in particular to a connection structure for steel beams of different sizes.

在傳統建築工法當中,對於非對稱斷面的柱結構(大柱與小柱結構)有採用轉接結構來達成,惟對於不同尺寸的鋼樑連接幾乎沒有專屬結構。In the traditional construction method, the column structure with asymmetric section (large column and small column structure) is achieved by using a transfer structure, but there is almost no exclusive structure for the connection of steel beams of different sizes.

據此,本發明係提出一種鋼樑連接結構,用以達到不同尺寸的鋼樑接合並運用於建築施工上。Accordingly, the present invention proposes a steel girder connecting structure for connecting steel girders of different sizes and applying it in building construction.

為解決上述課題,本發明提供一種鋼樑連接結構,用於實現不同尺寸鋼樑的連接結構。其中,在相同強度容量下能夠達到節省用鋼量的優點。In order to solve the above problems, the present invention provides a steel beam connection structure for realizing the connection structure of steel beams of different sizes. Among them, the advantage of saving steel consumption can be achieved under the same strength capacity.

為達上述目的,本發明實施例中提供一種鋼樑連接結構,其包括一第一鋼樑、一第二鋼樑及一連接件。第一鋼樑具有一第一固接端,第一固接端具有一第一尺寸;第二鋼樑具有一第二固接端,第二固接端具有一第二尺寸,第二尺寸小於第一尺寸;連接件固結在第一固接端與第二固接端之間。To achieve the above purpose, an embodiment of the present invention provides a steel beam connection structure, which includes a first steel beam, a second steel beam and a connecting piece. The first steel beam has a first fixed end, and the first fixed end has a first size; the second steel beam has a second fixed end, and the second fixed end has a second size, and the second size is smaller than The first size; the connecting piece is fixed between the first fixed end and the second fixed end.

於本發明另一實施例中,第一鋼樑與第二鋼樑均為H型鋼;第一鋼樑具有一第一高度H1,第二鋼樑具有一第二高度H2,連接件具有一第三高度H3,第一高度H1大於第二高度H2,第三高度H3等於第一高度H1。In another embodiment of the present invention, both the first steel beam and the second steel beam are H-shaped steel; the first steel beam has a first height H1, the second steel beam has a second height H2, and the connector has a first height Three heights H3, the first height H1 is greater than the second height H2, and the third height H3 is equal to the first height H1.

於本發明另一實施例中,第一鋼樑與第二鋼樑具有相同的一第一厚度T1,連接件沿著第一鋼樑與第二鋼樑的軸向設有一第二厚度T2,且第一鋼樑的頂面與第二鋼樑的頂面齊平,第一鋼樑的底面至第二鋼樑底面的垂直距離為D1,其滿足下列條件:In another embodiment of the present invention, the first steel beam and the second steel beam have the same first thickness T1, and the connector has a second thickness T2 along the axial direction of the first steel beam and the second steel beam, And the top surface of the first steel beam is flush with the top surface of the second steel beam, and the vertical distance from the bottom surface of the first steel beam to the bottom surface of the second steel beam is D1, which satisfies the following conditions:

T2≥√(6*T1(D1-T1))。T2≥√(6*T1(D1-T1)).

於本發明另一實施例中,更包括一強化件,其設置於第一鋼樑與第二鋼樑承受彎矩處,且強化件至少一側固接於連接件。In another embodiment of the present invention, a reinforcing member is further included, which is arranged at the place where the first steel beam and the second steel beam bear the bending moment, and at least one side of the reinforcing member is fixedly connected to the connecting member.

於本發明另一實施例中,第一鋼樑與第二鋼樑均為H型鋼;第一鋼樑與第二鋼樑具有相同的一第一厚度T1,連接件沿著第一鋼樑與第二鋼樑的軸向設有一第二厚度T2,第一厚度T1等於第二厚度T2。In another embodiment of the present invention, both the first steel beam and the second steel beam are H-shaped steel; the first steel beam and the second steel beam have the same first thickness T1, and the connecting piece is along the first steel beam and the second steel beam. A second thickness T2 is set in the axial direction of the second steel beam, and the first thickness T1 is equal to the second thickness T2.

於本發明另一實施例中,強化件沿著第一鋼樑與第二鋼樑的軸向設有一第三厚度T3,強化件具有一高度D2,其滿足下列條件:In another embodiment of the present invention, the reinforcing member has a third thickness T3 along the axial direction of the first steel beam and the second steel beam, and the reinforcing member has a height D2, which satisfies the following conditions:

T3≥√(6*T2*D2)。T3≥√(6*T2*D2).

於本發明另一實施例中,強化件為矩形體,強化件更包括一深度D3,深度D3大於高度D2。In another embodiment of the present invention, the reinforcing member is rectangular, and the reinforcing member further includes a depth D3, and the depth D3 is greater than the height D2.

於本發明另一實施例中,連接件具有相反設置的一第一側面及一第二側面,第一側面固接在第一固接端,第二側面固接在第二固接端,強化件的數量為5個,其中二個強化件固接在第一鋼樑與第一側面之間,另外三個強化件固接在第二鋼樑第二側面之間。In another embodiment of the present invention, the connector has a first side and a second side oppositely arranged, the first side is affixed to the first fixed end, and the second side is affixed to the second fixed end, strengthening The number of parts is 5, wherein two reinforcement parts are fixedly connected between the first steel beam and the first side, and the other three reinforcement parts are fixedly connected between the second side of the second steel beam.

於本發明另一實施例中,第二鋼樑遠離第二固接端設有複數個螺栓孔。In another embodiment of the present invention, the second steel beam is provided with a plurality of bolt holes away from the second fixed end.

於本發明另一實施例中,連接件具有相反設置的一第一側面及一第二側面,第一側面固接在第一固接端,第二側面固接在第二固接端,第一側面與第二側面之間具有一斜面。In another embodiment of the present invention, the connector has a first side and a second side oppositely arranged, the first side is fixed to the first fixed end, the second side is fixed to the second fixed end, and the second side is fixed to the second fixed end. There is a slope between the one side and the second side.

於本發明另一實施例中,斜面的斜率為1/6。In another embodiment of the present invention, the slope of the slope is 1/6.

藉由前述本發明能夠實現不同尺寸鋼樑的連接結構。The connection structure of steel beams of different sizes can be realized by means of the foregoing invention.

本發明上述和其他目的、技術特徵及優點將從以下詳細描述及相應附圖以及實施例得到最好的理解。The above and other objects, technical features and advantages of the present invention will be best understood from the following detailed description and corresponding drawings and embodiments.

以下參照各附圖詳細描述本發明的示例性實施例,且不意圖將本發明的技術原理限制於特定公開的實施例,而本發明的範圍僅由申請專利範圍限制,涵蓋了替代、修改和等同物。Exemplary embodiments of the present invention are described in detail below with reference to the accompanying drawings, and it is not intended to limit the technical principles of the present invention to specific disclosed embodiments, but the scope of the present invention is only limited by the scope of the patent application, covering substitutions, modifications and equivalent.

請參閱圖1所示,係為本發明一種鋼樑連接結構100的第一實施例,其包括一第一鋼樑10、一第二鋼樑20以及一連接件30。Please refer to FIG. 1 , which is a first embodiment of a steel beam connecting structure 100 of the present invention, which includes a first steel beam 10 , a second steel beam 20 and a connecting piece 30 .

第一鋼樑10,係具有一第一固接端11,第一固接端11具有一第一尺寸。於本發明實施例中,第一鋼樑10為H鋼,其具有一腹板12以及連接於腹板12兩端的上翼板13與下翼板14。第一鋼樑10的上翼板13、下翼板14之間的垂直距離為一第一高度H1。The first steel beam 10 has a first fixed end 11, and the first fixed end 11 has a first size. In the embodiment of the present invention, the first steel beam 10 is H steel, which has a web 12 and an upper wing 13 and a lower wing 14 connected to two ends of the web 12 . The vertical distance between the upper wing plate 13 and the lower wing plate 14 of the first steel beam 10 is a first height H1.

第二鋼樑20,係具有一第二固接端21,第二固接端21具有一第二尺寸。於本發明實施例中,第二鋼樑20為H鋼,其具有一腹板22以及連接於腹板22兩端的上翼板23與下翼板24。第二鋼樑20的上翼板23、下翼板24之間的垂直距離為一第二高度H2。第二鋼樑20的第二尺寸係小於第一鋼樑10的第一尺寸,也就是說,第二鋼樑20的高度及深度小於第一鋼樑10的高度及深度,即第一高度H1大於第二高度H2。此外,第一鋼樑10與第二鋼樑20具有相同的一第一厚度T1。所述第一厚度T1係指各腹板12、22、上翼板13、23與下翼板14、24的厚度。The second steel beam 20 has a second fixed end 21, and the second fixed end 21 has a second size. In the embodiment of the present invention, the second steel beam 20 is H steel, which has a web 22 and an upper wing 23 and a lower wing 24 connected to two ends of the web 22 . The vertical distance between the upper wing 23 and the lower wing 24 of the second steel beam 20 is a second height H2. The second size of the second steel beam 20 is smaller than the first size of the first steel beam 10, that is, the height and depth of the second steel beam 20 are smaller than the height and depth of the first steel beam 10, that is, the first height H1 greater than the second height H2. In addition, the first steel beam 10 and the second steel beam 20 have the same first thickness T1. The first thickness T1 refers to the thickness of each web 12 , 22 , upper wing 13 , 23 and lower wing 14 , 24 .

連接件30,係固結在第一固接端11與第二固接端21之間。於本發明實施例中,連接件30係為鋼板,連接件30與第一鋼樑10、第二鋼樑20係於工廠中預先焊接固定。連接件30具有一第三高度H3,第一高度H1大於第二高度H2,第三高度H3等於第一高度H1The connecting piece 30 is fixed between the first fixed end 11 and the second fixed end 21 . In the embodiment of the present invention, the connecting piece 30 is a steel plate, and the connecting piece 30 and the first steel beam 10 and the second steel beam 20 are pre-welded and fixed in the factory. The connecting member 30 has a third height H3, the first height H1 is greater than the second height H2, and the third height H3 is equal to the first height H1

連接件30係具有相反設置的一第一側面31及一第二側面32,第一側面31至第二側面32之間且沿著第一鋼樑10與第二鋼樑20的軸向設有一第二厚度T2,第一側面31固接在第一固接端11而將第一鋼樑10的端部封閉,第二側面32固接在第二固接端21而將第二鋼樑20的端部封閉。此外,第一鋼樑10的頂面15與第二鋼樑20的頂面25齊平,使第二側面32部分外露,而第一鋼樑10的底面16至第二鋼樑20底面26的垂直距離為D1。The connecting piece 30 has a first side 31 and a second side 32 oppositely arranged, and between the first side 31 and the second side 32 and along the axial direction of the first steel beam 10 and the second steel beam 20, a The second thickness T2, the first side 31 is affixed to the first fixed end 11 to close the end of the first steel beam 10, the second side 32 is fixed to the second fixed end 21 to close the second steel beam 20 ends closed. In addition, the top surface 15 of the first steel beam 10 is flush with the top surface 25 of the second steel beam 20, so that the second side 32 is partially exposed, and the bottom surface 16 of the first steel beam 10 to the bottom surface 26 of the second steel beam 20 The vertical distance is D1.

於第一實施例中,第二厚度T2滿足下列條件: T2≥ In the first embodiment, the second thickness T2 satisfies the following conditions: T2≥ .

據此,透過連接件30固接在第一鋼樑10與第二鋼樑20之間,而能夠實現不同尺寸的鋼樑連接的結構;且由於第一鋼樑10與第二鋼樑20尺寸的不同,使其兩者的斷面非為對應,故以加厚連接件30的厚度方式,而能夠提供整體鋼樑抗彎矩的能力,提升結構強度。Accordingly, through the connection piece 30 fixed between the first steel beam 10 and the second steel beam 20, the structure of connecting steel beams of different sizes can be realized; and due to the size of the first steel beam 10 and the second steel beam 20 The difference makes the cross-sections of the two non-corresponding. Therefore, by thickening the thickness of the connector 30, the bending moment resistance of the whole steel beam can be improved, and the structural strength can be improved.

進步一地,於第一實施例中,第二鋼樑20遠離第二固接端21,並於腹板22的位置設有複數個螺栓孔27,所述螺栓孔27以供第二鋼樑20於施工場域中利用固定螺栓與其他鋼樑接合(固端段與中間段結合)。Further, in the first embodiment, the second steel beam 20 is far away from the second fixed end 21, and a plurality of bolt holes 27 are provided at the position of the web 22, and the bolt holes 27 are used for the second steel beam 20 Use fixed bolts to connect with other steel beams in the construction site (the fixed end section is combined with the middle section).

請參閱圖2至圖4所示,係為本發明一種鋼樑連接結構100a的第二實施例,其與第一實施例不同在於,第二實施例的第一厚度T1等於第二厚度T2。鋼樑連接結構100a更包括一強化件40,其設置於第一鋼樑10與第二鋼樑20承受彎矩處,且強化件40至少一側固接於連接件30a。Please refer to FIG. 2 to FIG. 4 , which are the second embodiment of a steel beam connecting structure 100 a of the present invention, which is different from the first embodiment in that the first thickness T1 of the second embodiment is equal to the second thickness T2 . The steel beam connecting structure 100a further includes a reinforcing member 40, which is disposed at the place where the first steel beam 10 and the second steel beam 20 bear the bending moment, and at least one side of the reinforcing member 40 is fixedly connected to the connecting member 30a.

強化件40係呈直角三角形體,且強化件40的數量為5個,分別為第一強化件41、第二強化件42、第三強化件43、第四強化件44及第五強化件45。第一強化件41與第二強化件42固接在第一鋼樑10的下翼板14與連接件30a的第一側面31之間,且第一強化件41與第二強化件42藉由第一鋼樑10的腹板12隔開設置。而第三強化件43、第四強化件44及第五強化件45固接在第二鋼樑20的下翼板24與連接件30a的第二側面32之間。藉此,第二實施例透過強化件40的設置,而能夠提升整體鋼樑抗彎矩的能力,強化結構強度。The reinforcement 40 is in the shape of a right triangle, and the number of reinforcements 40 is 5, namely the first reinforcement 41, the second reinforcement 42, the third reinforcement 43, the fourth reinforcement 44 and the fifth reinforcement 45 . The first reinforcement 41 and the second reinforcement 42 are fixed between the lower flange 14 of the first steel beam 10 and the first side 31 of the connector 30a, and the first reinforcement 41 and the second reinforcement 42 are connected by The webs 12 of the first steel girder 10 are spaced apart. The third reinforcement 43 , the fourth reinforcement 44 and the fifth reinforcement 45 are fixedly connected between the lower flange 24 of the second steel beam 20 and the second side 32 of the connecting member 30 a. In this way, the second embodiment can improve the ability of the whole steel beam to resist bending moments and strengthen the structural strength through the arrangement of the reinforcing member 40 .

在其他實施例中,強化件40可以只設置在第一鋼樑10與連接件30a之間,或者是只設置在第二鋼樑20與連接件30a之間,同樣具有強化結構之功效。In other embodiments, the reinforcing member 40 may be only disposed between the first steel beam 10 and the connecting member 30a, or only disposed between the second steel beam 20 and the connecting member 30a, which also has the effect of strengthening the structure.

請參閱圖5至圖6所示,係為本發明一種鋼樑連接結構100b的第三實施例,其與第二實施例不同在於,鋼樑連接結構100b的強化件40a為單一個,且為矩形體。強化件40a固接在第二鋼樑20的下翼板24與連接件30a的第二側面32之間,且強化件40a沿著第一鋼樑10與第二鋼樑20的軸向設有一第三厚度T3,強化件40a具有一高度D2,其滿足下列條件: T3≥ Please refer to FIG. 5 to FIG. 6, which is a third embodiment of a steel beam connection structure 100b of the present invention, which is different from the second embodiment in that the reinforcing member 40a of the steel beam connection structure 100b is a single, and is rectangle. The reinforcing member 40a is fixed between the lower flange 24 of the second steel beam 20 and the second side 32 of the connecting member 30a, and the reinforcing member 40a is arranged along the axial direction of the first steel beam 10 and the second steel beam 20 The third thickness T3, the reinforcement 40a has a height D2, which satisfies the following conditions: T3≥ .

另外,如圖6所示,強化件40a更包括一深度D3,深度D3大於高度D2。藉此,第三實施例同樣能夠透過強化件40a提升整體鋼樑抗彎矩的能力,強化結構強度。In addition, as shown in FIG. 6 , the reinforcing member 40 a further includes a depth D3 , and the depth D3 is greater than the height D2 . In this way, the third embodiment can also improve the bending moment resistance of the whole steel beam through the reinforcing member 40a, and strengthen the structural strength.

請參閱圖7所示,係為本發明一種鋼樑連接結構100c的第四實施例,其與第三實施例不同在於,鋼樑連接結構100c的強化件40b固接在第一鋼樑10的下翼板14與連接件30a的第一側面31之間,同樣具有第三實施例的功效。Please refer to FIG. 7 , which is a fourth embodiment of a steel beam connection structure 100c according to the present invention, which is different from the third embodiment in that the reinforcing member 40b of the steel beam connection structure 100c is fixed on the first steel beam 10 Between the lower wing plate 14 and the first side 31 of the connecting member 30a, it also has the effect of the third embodiment.

請參閱圖8所示,係為本發明一種鋼樑連接結構100d的第五實施例,其與第一實施例不同在於,連接件30b的第一側面31與第二側面32之間具有一斜面33,斜面33的斜率為1/6,第五實施例同樣具有第一實施例的功效。其中,第二鋼樑20異於連接件30b鎖設一第一固接板34,提供第二鋼樑20與其他鋼樑接合的作用。Please refer to FIG. 8 , which is a fifth embodiment of a steel beam connection structure 100d of the present invention, which is different from the first embodiment in that there is an inclined plane between the first side 31 and the second side 32 of the connecting piece 30b 33, the slope of the slope 33 is 1/6, the fifth embodiment also has the effect of the first embodiment. Wherein, the second steel beam 20 is locked with a first fastening plate 34 different from the connecting piece 30b, so as to provide the function of connecting the second steel beam 20 with other steel beams.

請參閱圖9所示,係為本發明一種鋼樑連接結構100e的第六實施例,其與第五實施例不同在於,第二鋼樑20藉由一第二固接板35與連接件30b固結一起。其中,第二固接板35具有一折角部351,折角部351順應連接件30b的斜面33,便於第二固接板35將連接件30b與第二鋼樑20固結。Please refer to FIG. 9, which is a sixth embodiment of a steel beam connection structure 100e of the present invention. It is different from the fifth embodiment in that the second steel beam 20 is connected to the connecting piece 30b by a second fixing plate 35. Consolidate together. Wherein, the second fixing plate 35 has an angled portion 351 , and the angled portion 351 conforms to the slope 33 of the connecting piece 30 b, so that the second fixing plate 35 can consolidate the connecting piece 30 b and the second steel beam 20 .

藉由前述,本發明具有以下優點:By virtue of the foregoing, the present invention has the following advantages:

本發明連接件30、30a預先焊固於第一鋼樑10與第二鋼樑20之間,以實現不同尺寸鋼樑的連接結構,且在相同強度容量下能夠達到節省用鋼量的優點。The connectors 30 and 30a of the present invention are pre-welded between the first steel beam 10 and the second steel beam 20 to realize the connection structure of steel beams of different sizes, and can achieve the advantage of saving steel consumption under the same strength capacity.

以上,雖然本發明是以一個最佳實施例作說明,精於此技藝者能在不脫離本發明精神與範疇下作各種不同形式的改變。前述所舉實施例僅用以說明本發明而已,非用以限制本發明之範圍。舉凡不違本發明精神所從事的種種修改或改變,俱屬本發明申請專利範圍。Above, although the present invention is described with a preferred embodiment, those skilled in the art can make various changes without departing from the spirit and scope of the present invention. The aforementioned embodiments are only used to illustrate the present invention, and are not intended to limit the scope of the present invention. All modifications or changes that do not violate the spirit of the present invention belong to the patent scope of the present invention.

100:鋼樑連接結構 10:第一鋼樑 11:第一固接端 12:腹板100:Steel beam connection structure 10: The first steel beam 11: The first fixed terminal 12: web

13:上翼板 13: Upper wing

14:下翼板 14: Lower wing

15:頂面 15: top surface

16:底面 16: bottom surface

H1:第一高度 H1: first height

20:第二鋼樑 20: Second steel beam

21:第二固接端 21: The second fixed terminal

22:腹板 22: web

23:上翼板 23: Upper wing

24:下翼板 24: Lower wing

25:頂面 25: top surface

26:底面 26: bottom surface

27:螺栓孔 27: bolt hole

H2:第二高度 H2: second height

T1:第一厚度 T1: first thickness

30:連接件 30: connector

H3:第三高度 H3: third height

31:第一側面 31: First side

32:第二側面 32: second side

T2:第二厚度 T2: second thickness

D1:垂直距離 D1: vertical distance

40:強化件 40: Reinforcements

41:第一強化件 41: The first reinforcement

42:第二強化件 42: Second reinforcement

43:第三強化件 43: The third reinforcement

44:第四強化件 44: The fourth reinforcement

45:第五強化件 45: Fifth reinforcement

40a:強化件 40a: reinforcement

T3:第三厚度 T3: third thickness

30a:連接件 30a: connector

33:斜面 33: Bevel

34:第一固接板 34: The first fixed plate

35:第二固接板 35: The second fixed plate

351:折角部 351: Folded corner

40b:強化件 40b: reinforcement

D2:高度 D2: height

D3:深度 D3: Depth

100a:鋼樑連接結構 100a: Steel beam connection structure

100b:鋼樑連接結構 100b: Steel beam connection structure

100c:鋼樑連接結構 100c: Steel beam connection structure

100d:鋼樑連接結構 100d: Steel beam connection structure

100e:鋼樑連接結構 100e: Steel beam connection structure

30b:連接件 30b: connector

[圖1]為本發明鋼樑連接結構第一實施例的結構示意圖。 [圖2]為本發明鋼樑連接結構第二實施例的結構示意圖。 [圖3]為沿圖2之3-3剖面線所取的剖面示意圖。 [圖4]為沿圖2之4-4剖面線所取的剖面示意圖。 [圖5]為本發明鋼樑連接結構第三實施例的結構示意圖。 [圖6]為沿圖5之6-6剖面線所取的剖面示意圖。 [圖7]為本發明鋼樑連接結構第四實施例的結構示意圖。 [圖8]為本發明鋼樑連接結構第五實施例的結構示意圖。 [圖9]為本發明鋼樑連接結構第六實施例的結構示意圖。 [ Fig. 1 ] is a structural schematic diagram of the first embodiment of the steel beam connection structure of the present invention. [ Fig. 2 ] is a structural schematic diagram of the second embodiment of the steel beam connection structure of the present invention. [ Fig. 3 ] is a schematic cross-sectional view taken along the section line 3-3 in Fig. 2 . [ Fig. 4 ] is a schematic cross-sectional view taken along the section line 4-4 in Fig. 2 . [ Fig. 5 ] is a structural schematic diagram of the third embodiment of the steel beam connection structure of the present invention. [ Fig. 6 ] is a schematic cross-sectional view taken along section line 6-6 in Fig. 5 . [ Fig. 7 ] is a structural schematic diagram of the fourth embodiment of the steel beam connection structure of the present invention. [ Fig. 8 ] is a structural schematic diagram of the fifth embodiment of the steel beam connection structure of the present invention. [ Fig. 9 ] is a structural schematic diagram of the sixth embodiment of the steel beam connection structure of the present invention.

100:鋼樑連接結構 100:Steel beam connection structure

10:第一鋼樑 10: The first steel beam

11:第一固接端 11: The first fixed terminal

12:腹板 12: web

13:上翼板 13: Upper wing

14:下翼板 14: Lower wing

15:頂面 15: top surface

16:底面 16: bottom surface

H1:第一高度 H1: first height

20:第二鋼樑 20: Second steel beam

21:第二固接端 21: The second fixed terminal

22:腹板 22: web

23:上翼板 23: Upper wing

24:下翼板 24: Lower wing

25:頂面 25: top surface

26:底面 26: bottom surface

27:螺栓孔 27: bolt hole

H2:第二高度 H2: second height

T1:第一厚度 T1: first thickness

30:連接件 30: connector

H3:第三高度 H3: third height

31:第一側面 31: First side

32:第二側面 32: second side

T2:第二厚度 T2: second thickness

D1:垂直距離 D1: vertical distance

Claims (11)

一種鋼樑連接結構,其包括:一第一鋼樑,其具有一第一固接端,該第一固接端具有一第一尺寸,該第一鋼樑具有一第一高度H1;一第二鋼樑,其具有一第二固接端,該第二固接端具有一第二尺寸,該第二尺寸小於該第一尺寸,該第二鋼樑具有一第二高度H2,且該第一鋼樑與該第二鋼樑均為H型鋼;以及一連接件,係固結在該第一固接端與該第二固接端之間,該連接件具有一第三高度H3,該第一高度H1大於該第二高度H2,該第三高度H3等於該第一高度H1。 A steel beam connection structure, which includes: a first steel beam, which has a first fixed end, the first fixed end has a first size, the first steel beam has a first height H1; a first Two steel beams, which have a second fixed end, the second fixed end has a second size, the second size is smaller than the first size, the second steel beam has a second height H2, and the first Both a steel beam and the second steel beam are H-shaped steel; and a connecting piece is consolidated between the first fixed end and the second fixed end, the connecting piece has a third height H3, the The first height H1 is greater than the second height H2, and the third height H3 is equal to the first height H1. 如請求項1所述之鋼樑連接結構,其中,該第一鋼樑與該第二鋼樑具有相同的一第一厚度T1,該連接件沿著該第一鋼樑與該第二鋼樑的軸向設有一第二厚度T2,且該第一鋼樑的頂面與該第二鋼樑的頂面齊平,該第一鋼樑的底面至該第二鋼樑底面的垂直距離為D1,其滿足下列條件:
Figure 111131598-A0305-02-0011-1
The steel beam connection structure according to claim 1, wherein the first steel beam and the second steel beam have the same first thickness T1, and the connecting piece is along the first steel beam and the second steel beam A second thickness T2 is provided in the axial direction, and the top surface of the first steel beam is flush with the top surface of the second steel beam, and the vertical distance from the bottom surface of the first steel beam to the bottom surface of the second steel beam is D1 , which satisfy the following conditions:
Figure 111131598-A0305-02-0011-1
如請求項1所述之鋼樑連接結構,更包括一強化件,其設置於該第一鋼樑與該第二鋼樑承受彎矩處,且該強化件至少一側固接於該連接件。 The steel beam connection structure as described in claim 1, further comprising a reinforcing member, which is arranged at the place where the first steel beam and the second steel beam bear the bending moment, and at least one side of the reinforcing member is fixed to the connecting member . 如請求項3所述之鋼樑連接結構,其中,該第一鋼樑與該第二鋼樑具有相同的一第一厚度T1,該連接件沿著該第一鋼樑與該第二鋼樑的軸向設有一第二厚度T2,該第一厚度T1等於該第二厚度T2。 The steel beam connection structure as claimed in item 3, wherein, the first steel beam and the second steel beam have the same first thickness T1, and the connecting piece is along the first steel beam and the second steel beam A second thickness T2 is set in the axial direction, and the first thickness T1 is equal to the second thickness T2. 如請求項4所述之鋼樑連接結構,其中,該強化件沿著該第一鋼樑與該第二鋼樑的軸向設有一第三厚度T3,該強化件具有一高度D2,其滿足下列條件:
Figure 111131598-A0305-02-0012-2
The steel beam connection structure as claimed in item 4, wherein, the reinforcing member is provided with a third thickness T3 along the axial direction of the first steel beam and the second steel beam, and the reinforcing member has a height D2, which satisfies The following conditions:
Figure 111131598-A0305-02-0012-2
如請求項5所述之鋼樑連接結構,其中,該強化件為矩形體,該強化件更包括一深度D3,該深度D3大於該高度D2。 The steel beam connection structure as claimed in item 5, wherein the reinforcing member is a rectangular body, and the reinforcing member further includes a depth D3, and the depth D3 is greater than the height D2. 如請求項3所述之鋼樑連接結構,其中,該連接件具有相反設置的一第一側面及一第二側面,該第一側面固接在該第一固接端,該第二側面固接在該第二固接端,該強化件的數量為5個,其中二個該強化件固接在該第一鋼樑與該第一側面之間,另外三個該強化件固接在該第二鋼樑該第二側面之間。 The steel beam connection structure as described in claim 3, wherein, the connector has a first side and a second side oppositely arranged, the first side is fixed to the first fixed end, and the second side is fixed Connected to the second fixed end, the number of reinforcements is five, of which two reinforcements are fixed between the first steel beam and the first side, and the other three reinforcements are fixed between the first steel beam and the first side. The second steel beam is between the second side. 如請求項1所述之鋼樑連接結構,其中,該第二鋼樑遠離該第二固接端設有複數個螺栓孔。 The steel beam connection structure according to claim 1, wherein the second steel beam is provided with a plurality of bolt holes away from the second fixed end. 如請求項8所述之鋼樑連接結構,其中,該連接件具有相反設置的一第一側面及一第二側面,該第一側面固接在該第一固接端,該第二側面固接在該第二固接端,該第一側面與該第二側面之間具有一斜面。 The steel beam connection structure as described in claim 8, wherein the connecting piece has a first side and a second side oppositely arranged, the first side is fixed to the first fixed end, and the second side is fixed Connected to the second fixed end, there is an inclined surface between the first side and the second side. 如請求項9所述之鋼樑連接結構,其中,該斜面的斜率為1/6。 The steel beam connection structure according to claim 9, wherein the slope of the slope is 1/6. 如請求項10所述之鋼樑連接結構,其中,該第二鋼樑的兩端分別鎖設一第一固接板與一第二固接板,該第二固接板與該連接件固結一起,該第二固接板具有一折角部順應於該斜面。 The steel beam connection structure as described in claim 10, wherein a first fastening plate and a second fastening plate are respectively locked at both ends of the second steel beam, and the second fastening plate is fixed to the connector. Together, the second fixing plate has a corner portion conforming to the slope.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWM427407U (en) * 2011-12-06 2012-04-21 Univ Ching Yun Fast assembling joint of steel structure
US20210140168A1 (en) * 2019-11-13 2021-05-13 Mitek Holdings, Inc. Bolted beam to column connections

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWM427407U (en) * 2011-12-06 2012-04-21 Univ Ching Yun Fast assembling joint of steel structure
US20210140168A1 (en) * 2019-11-13 2021-05-13 Mitek Holdings, Inc. Bolted beam to column connections

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