TWM590613U - Truss structure - Google Patents

Truss structure Download PDF

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Publication number
TWM590613U
TWM590613U TW108214800U TW108214800U TWM590613U TW M590613 U TWM590613 U TW M590613U TW 108214800 U TW108214800 U TW 108214800U TW 108214800 U TW108214800 U TW 108214800U TW M590613 U TWM590613 U TW M590613U
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Taiwan
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chord
sides
rod
lower chords
rods
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TW108214800U
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Chinese (zh)
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胡馨元
胡哲嘉
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皆展有限公司
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Priority to TW108214800U priority Critical patent/TWM590613U/en
Publication of TWM590613U publication Critical patent/TWM590613U/en

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Abstract

本創作係一種桁架結構,包括一上弦桿、一下弦桿、複數腹桿,該上、下弦桿約呈上、下平行排列,該上弦桿對應左、右方向具第一、二側,該下弦桿對應左、右方向具第三、四側;又該其中之一腹桿呈斜向並二端分別與上、下弦桿之第一、三側貼靠,又與該腹桿相鄰之另一腹桿呈不同斜向並二端分別與上、下弦桿之第二、四側貼靠,並使該二相鄰腹桿之一端部位置對應,並由鉸接件鉸接,並使數腹桿沿上、下弦桿長度方向依序組合形成具數三角結構之桁架;藉此本創作可具較佳支撐穩定性及製造便利性。This creation is a truss structure, which includes an upper chord, a lower chord, and a plurality of webs. The upper and lower chords are arranged in parallel with the upper and lower chords. The upper chord has first and second sides corresponding to the left and right directions. The lower chord The rod has third and fourth sides corresponding to the left and right directions; and one of the abdominal rods is diagonal and the two ends are in contact with the first and third sides of the upper and lower chords respectively, and the other adjacent to the abdominal rod A web rod has a different oblique direction and the two ends are respectively in contact with the second and fourth sides of the upper and lower chords, and correspond to the position of one end of the two adjacent web rods, and are hinged by a hinge to make the web rods Along the length direction of the upper and lower chords are combined in order to form a truss with a number of triangular structures; by this way, the creation can have better support stability and manufacturing convenience.

Description

桁架結構Truss structure

本創作關於一種桁架結構,主要指一種可具較佳支撐穩定性及製造便利結構。This creation refers to a truss structure, which mainly refers to a structure with better support stability and manufacturing convenience.

習知桁架如圖五所示,主要具一上弦桿1’、一下弦桿2’、複數腹桿3’組成,該上、下弦桿1’、2’平行設置,又該相鄰腹桿3’呈不同斜向設於上、下弦桿1’、2’間,並二端分別與上弦桿1’底面及下弦桿2’頂面焊接,並使相鄰腹桿3’之一端位置對應以形成數連續三角形排列結構。The conventional truss is shown in Fig. 5, mainly composed of an upper chord 1', a lower chord 2', and a plurality of webs 3'. The upper and lower chords 1', 2'are arranged in parallel, and the adjacent web 3 'Different oblique directions are provided between the upper and lower chords 1', 2', and the two ends are welded to the bottom surface of the upper chord 1'and the top surface of the lower chord 2', and the position of one end of the adjacent web 3'corresponds to Form a number of consecutive triangular arrangement structure.

前述桁架製造時該上、下弦桿1’、2’、腹桿3’須先裁切後再予以焊接,並於焊接後再進行酸洗、鍍鋅程序,而該焊接點不完整時將造成鍍鋅後必須再後加工表面處理,又若桁架超過酸洗槽或鍍鋅槽(圖中未顯示)長度時必須再予以裁切桁架,並於酸洗、鍍鋅後再加工組合,具製造不便、成本高缺失。When manufacturing the aforementioned truss, the upper and lower chords 1', 2', and the web 3'must be cut before welding, and after welding, pickling and galvanizing procedures will be performed, and the welding point will be incomplete. After galvanizing, the surface treatment must be post-processed, and if the truss exceeds the length of the pickling tank or galvanizing tank (not shown), the truss must be cut again, and then processed and combined after pickling and galvanizing. Inconvenience and high cost are missing.

又該相鄰腹桿3’端部與上、下弦桿1’、2’之焊接點並非在同一位置,造成上弦桿1’受力時該上弦桿1’將產生長度方向之分力,不能平均由腹桿3’分力至下弦桿2’,造成降低桁架支撐穩定性缺失。Moreover, the welding point of the end of the adjacent web 3'and the upper and lower chords 1', 2'are not in the same position, causing the upper chord 1'to produce a force component in the longitudinal direction when the upper chord 1'is stressed. The average force from the 3'component of the web to the 2'of the lower chord results in a loss of reduced stability of the truss.

本創作之目的在提供一種可具較佳結構強度及製造便利結構。The purpose of this creation is to provide a structure with better structural strength and convenient manufacturing.

本創作包括一上弦桿、一下弦桿、複數腹桿,該上弦桿為直條形體;又該下弦桿為直條形體,該上、下弦桿約呈上、下平行排列,該上弦桿對應左、右方向具第一、二側,該下弦桿對應左、右方向具第三、四側;又該複數腹桿之其中之一腹桿呈斜向其二端分別與上、下弦桿之第一、三側貼靠,又與該腹桿相鄰之另一腹桿呈不同斜向並二端分別與上、下弦桿之第二、四側貼靠,並使該二相鄰腹桿之一端部位置對應,並由鉸接件鉸接,並使數腹桿沿上、下弦桿長度方向依序組合形成具數三角結構之桁架。This creation includes an upper chord, a lower chord, and a plurality of abdominal rods. The upper chord is a straight bar. The lower chord is a straight bar. The upper and lower chords are arranged in parallel. The upper chord is aligned parallel to the left. , The first and second sides in the right direction, the lower chord corresponds to the third and fourth sides in the left and right directions; and one of the plurality of abdominal rods is diagonal to its two ends and the upper and lower chords respectively One and three sides are in contact with each other, and the other abdominal rod adjacent to the abdominal rod has a different oblique direction and the two ends are respectively in contact with the second and fourth sides of the upper and lower chords, and the two adjacent abdominal rods One end corresponds to the position, and is hinged by a hinge, and the number of web rods are sequentially combined along the length direction of the upper and lower chords to form a truss with a number of triangular structures.

進一步,該鉸接件穿插該相鄰腹桿之端部及上弦桿或下弦桿鉸接組合。Further, the hinge member penetrates the end of the adjacent web rod and the upper chord or lower chord hinge combination.

進一步,該上、下弦桿及腹桿可為預鍍或預塗免後表面處理之型材,又該上弦桿、下弦桿、腹桿可為方桿、C形桿、ㄇ形桿或圓桿。Further, the upper and lower chords and the webs may be pre-plated or pre-coated profiles without post-surface treatment, and the upper chord, the lower chords and the webs may be square bars, C-shaped bars, ㄇ-shaped bars or round bars.

本創作藉由鉸接方式組合不須焊接,且該上、下弦桿及腹桿不須再酸洗、鍍鋅表面處理,可具較佳製造便利性及質感,又本創作相鄰腹桿端部共點設置,因而上弦桿受力可經由腹桿平均分力至下弦桿,可具較佳支撐穩定性功效。This creation does not need to be welded by articulation, and the upper and lower chords and webs do not need to be pickled and galvanized surface treatment, which can have better manufacturing convenience and texture, and this creation is adjacent to the end of the web It is set at the same point, so that the force of the upper chord can be averaged to the lower chord through the abdominal rod, which can have better support and stability.

請參閱圖一~三,本創作包括一上弦桿1、一下弦桿2、複數腹桿3,該上、下弦桿1、2及腹桿3為預鍍或預塗免後表面處理之型材,並可為方桿、C形桿、ㄇ形桿、圓桿或其他型材。Please refer to Figures 1~3. This creation includes an upper chord 1, a lower chord 2, and a plurality of webs 3. The upper and lower chords 1, 2 and web 3 are pre-plated or pre-coated profiles without post-treatment, It can also be a square rod, C-shaped rod, ㄇ-shaped rod, round rod or other profiles.

該上、下弦桿1、2為直條形體並約呈上、下平行排列,又該上弦桿1對應左、右方向具第一、二側11、12,該下弦桿2對應左、右方向具第三、四側21、22。The upper and lower chords 1 and 2 are straight bars and are arranged in parallel with the upper and lower sides. The upper chord 1 has first and second sides 11, 12 corresponding to the left and right directions, and the lower chord 2 corresponds to the left and right directions With third and fourth sides 21,22.

複數腹桿3之一腹桿3a呈斜向並二端分別與上、下弦桿1、2之第一、三側11、21貼靠,又與該前述腹桿3b相鄰之另一腹桿3a呈不同斜向並二端分別與上、下弦桿1、2之第二、四側12、22貼靠,並使該二相鄰腹桿3a、3b之一端部位置對應,並由鉸接件4穿插該相鄰腹桿3a、3b之端部及上弦桿1或下弦桿2鉸接,並使數腹桿3沿上、下弦桿1、2長度方向依序組合形成具數三角結構之桁架。One of the plurality of abdominal rods 3 is diagonal and the two ends are in contact with the first and third sides 11, 21 of the upper and lower chords 1, 2 respectively, and the other abdominal rod adjacent to the aforementioned abdominal rod 3b 3a presents different oblique directions and the two ends are in contact with the second and fourth sides 12, 22 of the upper and lower chords 1, 2 respectively, and correspond to the position of one end of the two adjacent webs 3a, 3b, and are hinged 4. Insert the ends of the adjacent webs 3a, 3b and the upper chord 1 or the lower chord 2 into a hinge, and sequentially combine the webs 3 along the length of the upper and lower chords 1, 2 to form a truss with a triangular structure.

本創作藉由鉸接方式組合不須焊接,且該上、下弦桿1、2及腹桿3不須再酸洗、鍍鋅表面處理,可具較佳製造便利性及質感,又如圖四所示,本創作相鄰腹桿3端部為共點設置,因而上弦桿1受力可經由腹桿3平均分力至下弦桿2,可具較佳支撐穩定性功效。This creation is combined by articulation without welding, and the upper and lower chords 1, 2 and web 3 do not need to be pickled and galvanized surface treatment, which can have better manufacturing convenience and texture, as shown in Figure 4 It is shown that the ends of the adjacent webs 3 in this work are set at the same point, so that the force of the upper chord 1 can be equally distributed to the lower chord 2 via the web 3, which can have better support and stability.

是以由以上所述,本創作可提升桁架具更佳製造便利性、支撐穩定性功效,可適於溫室或其他場合,並前述實施例為本創作例示,並非本創作限制,凡依據本創作精神所為之等效改變亦應屬於本創作範疇內。Therefore, as mentioned above, this creation can enhance the truss with better manufacturing convenience and support stability, and can be suitable for greenhouses or other occasions. The foregoing embodiment is an example of creation, not a limitation of this creation. The equivalent change of the spirit should also fall within the scope of this creation.

1‧‧‧上弦桿 11‧‧‧第一側 12‧‧‧第二側 2‧‧‧下弦桿 21‧‧‧第三側 22‧‧‧第四側 3‧‧‧腹桿 3a‧‧‧腹桿 3b‧‧‧腹桿 4‧‧‧鉸接件 1’‧‧‧上弦桿 2’‧‧‧下弦桿 3’‧‧‧腹桿 1‧‧‧winding rod 11‧‧‧ First side 12‧‧‧Second side 2‧‧‧lower chord 21‧‧‧ third side 22‧‧‧The fourth side 3‧‧‧belly 3a‧‧‧belly 3b‧‧‧belly 4‧‧‧Hinges 1’‧‧‧winding rod 2’‧‧‧lower chord 3’‧‧‧ abdominal rod

圖一係本創作之分解圖。Figure 1 is an exploded view of this creation.

圖二係本創作之組合立體圖。Figure 2 is a combined perspective view of this creation.

圖三係本創作之部分剖視圖。Figure 3 is a partial cross-sectional view of this creation.

圖四係本創作之受力示意圖。Figure 4 is the force diagram of this creation.

圖五係習知桁架示意圖。Figure 5 is a schematic diagram of the conventional truss.

1‧‧‧上弦桿 1‧‧‧winding rod

11‧‧‧第一側 11‧‧‧ First side

12‧‧‧第二側 12‧‧‧Second side

2‧‧‧下弦桿 2‧‧‧lower chord

21‧‧‧第三側 21‧‧‧ third side

22‧‧‧第四側 22‧‧‧The fourth side

3‧‧‧腹桿 3‧‧‧belly

3a‧‧‧腹桿 3a‧‧‧belly

3b‧‧‧腹桿 3b‧‧‧belly

Claims (4)

一種桁架結構,包括: 一上弦桿,為直條形體; 一下弦桿,為直條形體,該上、下弦桿約呈上、下平行排列,該上弦桿對應左、右方向具第一、二側,該下弦桿對應左、右方向具第三、四側; 複數腹桿,該其中之一腹桿呈斜向其二端分別與上、下弦桿之第一、三側貼靠,又與該腹桿相鄰之另一腹桿呈不同斜向並二端分別與上、下弦桿之第二、四側貼靠,並使該二相鄰腹桿之一端部位置對應,並由鉸接件鉸接,並使數腹桿沿上、下弦桿長度方向依序組合形成具數三角結構之桁架。 A truss structure, including: A winding rod, which is a straight bar; The lower chord is a straight bar. The upper and lower chords are arranged in parallel with the upper and lower sides. The upper chord corresponds to the first and second sides in the left and right directions. The lower chord corresponds to the third and fourth in the left and right directions. side; A plurality of abdominal rods, one of which is obliquely inclined, and the two ends thereof are in contact with the first and third sides of the upper and lower chords, respectively, and the other abdominal rod adjacent to the abdominal rod is differently inclined and has two ends Abut on the second and fourth sides of the upper and lower chords respectively, and make one of the ends of the two adjacent webs correspond to each other, and be hinged by a hinge, and combine the several webs along the length of the upper and lower chords in sequence Form a truss with a triangular structure. 如請求項1所述之桁架結構,其中該鉸接件穿插該相鄰腹桿之端部及上弦桿或下弦桿鉸接組合。The truss structure according to claim 1, wherein the hinge member penetrates the end of the adjacent web rod and the upper chord or lower chord hinge combination. 如請求項1所述之桁架結構,其中該上、下弦桿及腹桿可為預鍍或預塗免後表面處理之型材。The truss structure according to claim 1, wherein the upper and lower chords and webs may be pre-plated or pre-coated profiles without post-surface treatment. 如請求項3所述之桁架結構,其中該上弦桿、下弦桿、腹桿可為方桿、C形桿、ㄇ形桿或圓桿。The truss structure according to claim 3, wherein the upper chord, the lower chord, and the web may be square rods, C-shaped rods, ㄇ-shaped rods, or round rods.
TW108214800U 2019-11-08 2019-11-08 Truss structure TWM590613U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541585A (en) * 2022-02-25 2022-05-27 广西甫筑置业有限公司 Truss structure design method based on large-space multi-storey building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114541585A (en) * 2022-02-25 2022-05-27 广西甫筑置业有限公司 Truss structure design method based on large-space multi-storey building
CN114541585B (en) * 2022-02-25 2023-08-25 广西甫筑置业有限公司 Truss structure design method based on large-space multi-layer building

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