TWI810034B - Steel beam connection structure - Google Patents
Steel beam connection structure Download PDFInfo
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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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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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TW111131598A TWI810034B (en) | 2022-08-23 | 2022-08-23 | Steel beam connection structure |
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TW111131598A TWI810034B (en) | 2022-08-23 | 2022-08-23 | Steel beam connection structure |
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TWI810034B true TWI810034B (en) | 2023-07-21 |
TW202409385A TW202409385A (en) | 2024-03-01 |
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TW111131598A TWI810034B (en) | 2022-08-23 | 2022-08-23 | Steel beam connection structure |
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Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
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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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Patent Citations (2)
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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