TWM457049U - Improved assembled truss structure - Google Patents
Improved assembled truss structure Download PDFInfo
- Publication number
- TWM457049U TWM457049U TW102204642U TW102204642U TWM457049U TW M457049 U TWM457049 U TW M457049U TW 102204642 U TW102204642 U TW 102204642U TW 102204642 U TW102204642 U TW 102204642U TW M457049 U TWM457049 U TW M457049U
- Authority
- TW
- Taiwan
- Prior art keywords
- joint
- truss
- pipe rack
- stage pipe
- improved
- Prior art date
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
本創作涉及一種組合桁架結構,特別指一種可增加桁架或連結頭的結構強度之結構改進。The present invention relates to a combined truss structure, and in particular to a structural improvement that increases the structural strength of the truss or joint.
參閱第1圖所示,是習見一種組合桁架之結構,主要包含複數個桁架(10)及連結頭(20),可據以相互組立而搭構成舞台或海報框架之鋼構體,其中該桁架(10)係由數根鋼管(11)形成架體之主要形狀及長度,復於各鋼管(11)間設置複數根補強桿(12),以增加桁架(10)之強度,於該桁架(10)之兩端則各設置一架端板(13),該架端板(13)造有至少一預設之定位孔(14);該連結頭(20)大部分係為一正六面體,每一面均造有與定位孔(14)位置相對的結合孔(21),藉此,利用螺栓同時穿過定位孔(14)與結合孔(21)再配合螺帽將連結頭螺固於桁架(10)之一端,並可以此與另一桁架(10)做連結搭構,使用者依實際需求搭建成框架或舞台,進而形成一佔據有空間之鋼架結構體。Referring to Fig. 1, it is a structure of a combined truss, which mainly comprises a plurality of trusses (10) and a joint head (20), which can be assembled to form a steel frame of a stage or a poster frame, wherein the truss (10) The main shape and length of the frame formed by a plurality of steel pipes (11), and a plurality of reinforcing bars (12) are arranged between the steel pipes (11) to increase the strength of the truss (10) on the truss ( 10) each end is provided with an end plate (13), the end plate (13) is formed with at least one predetermined positioning hole (14); the connecting head (20) is mostly a regular hexahedron Each side is formed with a coupling hole (21) opposite to the position of the positioning hole (14), whereby the bolt is screwed through the positioning hole (14) and the coupling hole (21) and then the nut is screwed to the joint head. One end of the truss (10) can be connected with another truss (10), and the user can build a frame or a stage according to actual needs, thereby forming a steel frame structure occupying space.
雖然上述結構已可簡單達到組構舞台桁架之目的,然而,該習用桁架結構實際於使用一段時間後發現,在經常性的組合拆卸的情形下,桁架(10)的鋼管管端(111)及連結頭(20)的角部環圈(22)處,容易遭受撞擊而產生斷裂損壞的不良情形,除了形成硬體的耗損之外,更影響桁架結構的安全性,不得不慎;此外,由第1圖可以看出,該習用連結頭每一面的高度,在結合後大抵會比桁架外凸,該情形會影響拉設海報的平整度,可見該習用桁架結構仍存在可加以改善的地方。Although the above structure can easily achieve the purpose of constructing a stage truss, the conventional truss structure is actually used for a period of time, and it is found that in the case of frequent combined disassembly, the steel pipe end (111) of the truss (10) and At the corner ring (22) of the joint head (20), it is easy to be subjected to impact and breakage damage. In addition to the formation of hardware, it also affects the safety of the truss structure, and must be cautious; As can be seen from Fig. 1, the height of each side of the conventional joint is greater than that of the truss after the combination. This situation will affect the flatness of the drawn poster. It can be seen that there is still room for improvement in the conventional truss structure.
有鑑於此,本創作係要提供一種桁架結構,可提高桁架管端及連結頭角部之強度,同時,連結頭具有平整的接合面,進而大幅提高桁架結構的安全度及美觀性。In view of this, the creation system is to provide a truss structure, which can improve the strength of the truss pipe end and the joint head corner. At the same time, the joint head has a flat joint surface, thereby greatly improving the safety and aesthetics of the truss structure.
為達到上述目的,本創作所提出的技術手段在於提供一種組合桁架之結構改良,包含連結頭及桁架,利用螺栓構件可將連結頭及桁架相互組構為一體;所述連結頭及桁架分別具有結合面、架端板等板件,連結管、連結桿等管件,及複數個補強件;該些補強件係設置於該些板件及管件之間。In order to achieve the above object, the technical means proposed by the present invention is to provide a structural improvement of a combined truss, comprising a joint head and a truss, wherein the joint head and the truss can be integrally assembled by using a bolt member; the joint head and the truss respectively have A joint member such as a joint surface, an end plate, a connecting pipe, a connecting rod, and the like, and a plurality of reinforcing members; the reinforcing members are disposed between the plates and the pipe members.
上述之組合桁架之結構改良,其中該連結頭更包含至少一側合片,令該連結頭具有平整的表面而不外凸。The structural improvement of the above-mentioned combined truss, wherein the joint further comprises at least one side splicing, so that the joint has a flat surface without being convex.
據此,透過補強件的使用,可以提高板件與管件結合處的強度,進而,可以改善桁架的管端處或連結頭的各個角部容易損壞的缺失;除此之外,本創作連結頭平整的外表,在與桁架連結後不會有高凸於桁架的不良情形,有助於提昇拉設海報的美觀性。According to this, through the use of the reinforcing member, the strength of the joint between the plate and the pipe member can be improved, and further, the defect at the pipe end of the truss or the corners of the joint head can be easily damaged; in addition, the creative joint head The flat appearance, after the connection with the truss, does not have a high convexity on the truss, which helps to enhance the aesthetics of the poster.
(30)‧‧‧連結頭(30) ‧‧‧link head
(31)‧‧‧結合面(31) ‧ ‧ joint surface
(311)‧‧‧通孔(311)‧‧‧through holes
(312)‧‧‧結合孔(312) ‧‧‧Combination holes
(313)‧‧‧螺紋(313)‧‧‧Thread
(314)‧‧‧鏤空區(314)‧‧‧ Short-cut area
(32)‧‧‧連結管(32)‧‧‧Connected tube
(321)‧‧‧管端(321) ‧ ‧ ‧ end
(33)‧‧‧補強件(33) ‧‧‧Reinforcement
(331)‧‧‧第一結合部(331) ‧ ‧ first joint
(332)‧‧‧第二結合部(332) ‧‧‧Second junction
(333)‧‧‧凸緣(333)‧‧‧Flange
(34)‧‧‧側合片(34) ‧‧‧ side splicing
(341)‧‧‧穿孔(341)‧‧‧Perforation
第1圖 為習知一種桁架結構立體示意圖。Figure 1 is a schematic perspective view of a conventional truss structure.
第2圖 係本創作較佳實施例之結構分解示意圖。Figure 2 is a schematic exploded view of the preferred embodiment of the present invention.
第3圖 係本創作較佳實施例之連結頭組合及局部剖面示意圖。Figure 3 is a cross-sectional view of a preferred embodiment of the present invention and a partial cross-sectional view.
第4圖 係本創作較佳實施例之桁架組合示意圖。Figure 4 is a schematic view of the truss assembly of the preferred embodiment of the present invention.
為使本創作之結構特徵、功效及其他優點能進一步被瞭解,茲以較佳實施例並配合圖式詳細說明如后。To further clarify the structural features, functions, and other advantages of the present invention, the preferred embodiments and the drawings are described in detail below.
首先,請參考第2圖至第4圖所示,係揭示本創作組合桁架之結構改良之較佳實施例。本創作包含有連結頭(30)及桁架(40);如第2圖所示,所述連結頭(30)係包括二結合面 (31)、數個連結管(32)、套設於二結合面(31)與連結管(32)之管端(321)間之補強件(33)、及至少一側合片(34);該結合面(31)設有複數個結合孔(311),四角並造有通孔(312);該補強件(33)具有第一結合部(331)、第二結合部(332)及凸緣(333);該側合片(34)設有複數個與結合孔(311)位置相同之穿孔(341),可設於二結合面(31)間之任一面,以使該面平整而不外凸。如第3圖所示,該些補強件(33)係結合於結合面(31)與連結管(32)之間;該第一結合部(331)係塞套於結合面(31)之通孔(312)內,連結管(32)之兩端管端(321)則分別套設於相對之第二結合部(332),利用銲接工法同時將結合面(31)、補強件(33)及連結管(32)接合處銲合為一體,形成一至少具有二平面之穩固結構體。藉由側合片(34)的銲合使用,可進一步增加其他結合平面的數量。可以理解的是,透過各結構組件的尺寸控制,可以使結合後的整體外型之三維尺寸相同而呈正立方體;當然,連結頭上若有沒結合側合片的部分,自然方便手部穿設施作。上述之連結頭改進結構中,其中該結合孔(311)可進一步造有螺紋(313),提供螺栓構件據以螺固。First, please refer to Figs. 2 to 4 to show a preferred embodiment of the structural improvement of the creator of the present invention. The creation includes a joint head (30) and a truss (40); as shown in Fig. 2, the joint head (30) includes two joint faces (31), a plurality of connecting tubes (32), a reinforcing member (33) sleeved between the two joint surfaces (31) and the tube end (321) of the connecting tube (32), and at least one side sheet (34) The bonding surface (31) is provided with a plurality of bonding holes (311), and four corners are formed with through holes (312); the reinforcing member (33) has a first bonding portion (331), a second bonding portion (332), and a flange (333); the side panel (34) is provided with a plurality of perforations (341) at the same position as the joint hole (311), and can be disposed on either side of the joint surface (31) to make the surface flat Not convex. As shown in FIG. 3, the reinforcing members (33) are coupled between the joint surface (31) and the connecting tube (32); the first joint portion (331) is fastened to the joint surface (31). In the hole (312), the pipe ends (321) of the connecting pipe (32) are respectively sleeved on the opposite second joint portion (332), and the joint surface (31) and the reinforcing member (33) are simultaneously welded by the welding method. And the joint of the connecting pipe (32) is welded together to form a stable structure having at least two planes. By the use of the welding of the side panels (34), the number of other bonding planes can be further increased. It can be understood that, through the size control of each structural component, the three-dimensional size of the combined overall shape can be made into a positive cube; of course, if there is a part of the joint head that is not combined with the side joint piece, the hand-wearing facility is naturally convenient. . In the above-mentioned joint improvement structure, the joint hole (311) may be further provided with a thread (313), and the bolt member is provided to be screwed.
請再參考第4圖,係揭示利用本創作之組合結構形成桁架(40)之實施例,包括有架端板(41)、連結桿(42)、補強件(43)及設置於連結桿(42)間的斜腹桿(43)。其中該桁架(40)與前述之連結頭(30)不同地方在於:所述桁架(40)具有長度較長之連結桿(42),及無側合片之設置。該架端板(41)概為與結合面(31)相同之構件,其上設有複數個定位孔(411);第2圖~第4圖之中所示之結合面(31)及架端板(41),可以在無結構性的區域進一步形成鏤空區(314、45)。透過螺栓元件可將桁架(40)與連結頭(30)進行結合;斜腹桿(43)的設置,則可提高桁架的強度。Referring to FIG. 4 again, an embodiment of forming a truss (40) using the combined structure of the present invention includes an end plate (41), a connecting rod (42), a reinforcing member (43), and a connecting rod ( 42) The diagonal web (43). The truss (40) differs from the aforementioned joint head (30) in that the truss (40) has a long connecting rod (42) and a sideless sheet. The end plate (41) is the same member as the joint surface (31), and is provided with a plurality of positioning holes (411); the joint surface (31) and the frame shown in Fig. 2 to Fig. 4 The end plate (41) can further form a hollowed out area (314, 45) in the unstructured area. The truss (40) can be combined with the joint (30) through the bolt element; the slanting rod (43) can increase the strength of the truss.
本創作據上述結構加以實施之後,構成整體結構的管件與板件間透過補強件的使用,可以提高構件間結合處的強 度,進而,可以改善桁架的管端處或連結頭的各個角部容易損壞的缺失;除此之外,本創作連結頭平整的外表,在與桁架連結後不會有高凸於桁架的不良情形,有助於提昇拉設海報的美觀性。According to the above structure, the use of the reinforcing member between the tube member and the plate member constituting the overall structure can improve the joint between the members. Degree, in turn, can improve the loss of easy damage of the corners of the truss or the corners of the joint; in addition, the flat appearance of the joint of the creation does not have a high convexity to the truss after being connected with the truss. The situation helps to enhance the aesthetics of the poster.
經由上述說明,本創作組合桁架之結構改良,確實已達到預設之目的,完全符合產業之需求,爰依法提出專利申請,惟,以上所述者僅為本創作之較佳實施例,並非用以限定本創作,因此本創作之保護範圍當視後附之申請專利範圍所界定者為準。Through the above description, the structural improvement of the creative combination truss has indeed achieved the pre-set purpose, fully meets the needs of the industry, and has filed a patent application according to law. However, the above is only a preferred embodiment of the present creation, and is not used. To limit the creation of this creation, the scope of protection of this creation is subject to the definition of the scope of the patent application.
(30)‧‧‧連結頭(30) ‧‧‧link head
(31)‧‧‧結合面(31) ‧ ‧ joint surface
(311)‧‧‧通孔(311)‧‧‧through holes
(312)‧‧‧結合孔(312) ‧‧‧Combination holes
(313)‧‧‧螺紋(313)‧‧‧Thread
(314)‧‧‧鏤空區(314)‧‧‧ Short-cut area
(32)‧‧‧連結管(32)‧‧‧Connected tube
(321)‧‧‧管端(321) ‧ ‧ ‧ end
(33)‧‧‧補強件(33) ‧‧‧Reinforcement
(331)‧‧‧第一結合部(331) ‧ ‧ first joint
(332)‧‧‧第二結合部(332) ‧‧‧Second junction
(333)‧‧‧凸緣(333)‧‧‧Flange
(34)‧‧‧側合片(34) ‧‧‧ side splicing
(341)‧‧‧穿孔(341)‧‧‧Perforation
Claims (11)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW102204642U TWM457049U (en) | 2013-03-14 | 2013-03-14 | Improved assembled truss structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW102204642U TWM457049U (en) | 2013-03-14 | 2013-03-14 | Improved assembled truss structure |
Publications (1)
Publication Number | Publication Date |
---|---|
TWM457049U true TWM457049U (en) | 2013-07-11 |
Family
ID=49227579
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW102204642U TWM457049U (en) | 2013-03-14 | 2013-03-14 | Improved assembled truss structure |
Country Status (1)
Country | Link |
---|---|
TW (1) | TWM457049U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106836635A (en) * | 2017-01-10 | 2017-06-13 | 重庆城市管理职业学院 | Exhibitions truss |
-
2013
- 2013-03-14 TW TW102204642U patent/TWM457049U/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106836635A (en) * | 2017-01-10 | 2017-06-13 | 重庆城市管理职业学院 | Exhibitions truss |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6123130B2 (en) | Adjustable assembly pallet | |
JP6488496B2 (en) | palette | |
JP6024934B2 (en) | Adjustable assembly pallet | |
JP2007023661A (en) | Panel and method for making panel | |
KR101456359B1 (en) | 4-way tenon joint frame of free-form grid shell structures | |
WO2019019850A1 (en) | Buckling restrained brace having l-shaped energy-dissipation element, building, and assembling method | |
JP2014509356A (en) | Circular brace and its construction method | |
TW201537000A (en) | Constraint bracing device having inspection window | |
US2353071A (en) | Skeleton structure | |
TWM457049U (en) | Improved assembled truss structure | |
CN204919858U (en) | Buckling restrained brace component | |
JP5358231B2 (en) | Joint reinforcement structure | |
JP5870449B2 (en) | Reinforcement structure of reinforced concrete unstructured walls | |
CN105239691B (en) | A kind of curvature-prevention support component with yi word pattern inner core | |
JP5492163B2 (en) | Reinforced concrete wall column | |
CN107288399B (en) | Buckling restrained brace, building and assemble method containing L-type dissipative cell | |
CN101775845B (en) | Torsion crossed welding intersected node of steel component with rectangular cross section | |
JP2010095901A (en) | Vibration control-type double frame structure and frame-like vibration control fitting | |
KR20150088126A (en) | Tenon joint of atypia greed shell structure | |
JP5956893B2 (en) | Column base hardware and column base structure using the same | |
KR101894269B1 (en) | Frame connector | |
JP6140021B2 (en) | Exposed steel column joint structure of pin joint type | |
TWM575461U (en) | Improvement of pier structure | |
KR101784941B1 (en) | Connecting structure | |
KR102071132B1 (en) | Insulation panel for constructing concrete wall and production method for this same |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
MM4K | Annulment or lapse of a utility model due to non-payment of fees |