TWM297972U - Joint structure of construction steel member - Google Patents

Joint structure of construction steel member Download PDF

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Publication number
TWM297972U
TWM297972U TW95206239U TW95206239U TWM297972U TW M297972 U TWM297972 U TW M297972U TW 95206239 U TW95206239 U TW 95206239U TW 95206239 U TW95206239 U TW 95206239U TW M297972 U TWM297972 U TW M297972U
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TW
Taiwan
Prior art keywords
steel
joint
joint portion
fixing plate
plate
Prior art date
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TW95206239U
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Chinese (zh)
Inventor
Bo-Shian Wu
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Bo-Shian Wu
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Application filed by Bo-Shian Wu filed Critical Bo-Shian Wu
Priority to TW95206239U priority Critical patent/TWM297972U/en
Publication of TWM297972U publication Critical patent/TWM297972U/en

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Description

M297972 八、新型說明: 【新型所屬之技術領域】 本創作係與建_之鋼材有關,尤指—種能將兩建築賴材連接 成一體之建築用之鋼材銜接構造。 【先前技術】 按,目前大部份的建物係以橫樑與縱架作為其主體的架構,且同 癱時以該架構做為建物整體承載荷重之基礎;而且目前建物均是依據建 物的設計’於現射先將聽逐—搭接組合完成後,再接續完成建物 其它部份的施工。 是知,目前樑架之搭接主要係藉由螺接的方式,將作為樑架之鋼 材逐-螺接組立完成;然而,此種螺接之組立,仍存有下列缺點,分 述如下: -、以螺接之樑架結構’其—部份的載重會由該螺接树所承載,因 • *匕一旦遇有樑架承載過重的載重時(如天車承載過重之機台),該 突增的載重不但會使用螺接元件產生變形,更甚者,發生斷裂等 情事’因而影響樑架整體結構之結合強度。 二、由於螺接之方式,必需將螺接元件逐一安裝,因而造成施工之繁 瑣性增加,因而導致工時無法降低等缺失。 【新型内容】 創作者認為先前技術仍有極大的改善空間,於是設計出一種建築 5 M297972 用之鋼材銜接構造,其構造包含有固接板及固定插銷,且於兩鋼材之 銜接處周遭位置财相對應之結構,时本_之構造與鋼材對應之 結構於套合處可形具有-穿孔,以供該固定插銷插置卡掣,而使該兩 鋼材能夠結合成一體,亦具有增強兩鋼材的結合強度外,同時可改善 習用以螺接方式所產生的諸多缺點,是為本創作之主要目的。 本創作為了達到解決先前問題所使狀技術手段,係提供一種建 築用之鋼材銜接構造,其主要包含:一第一固接板及至少二固定插銷, •其中該第-固接板中設有至少二個第一結合部,而兩鋼材銜接處之兩 側相對於該第一固接板之第一結合部之位置分別設有至少一第二結合 部;藉由該第-結合部及該第二結合部之套接,於該第一結合部= 第二結合部間係框_成—插孔,以令顧定插銷分職置其中後, 可將該兩峨隱H藉以增醜兩崎之銜接強度。 【實施方式】 • 下係基於前述内容’所提出之較佳實施例,並藉由圖式說明本創 作之構造、特點及實施例’俾供貴審查人員對本案有進一步認識。 請參閱第-圖,並配合第二圖至第三圖所示,係本創作建築用之 鋼材銜接構造之較佳實施例,其主要包括:—第—固接板⑴及二 固定插銷⑵,其中該第-固接板(L)中設有二個第一結合和 1 =而兩鋼材(3 )銜接處(3 i )之兩侧相對於該第—固接板⑴ 之第-結合部(i i)之位置分別設有一第二結合部(Μ)。 猎由上述之結構’以令該第一結合部(i i )及該第二結合部(3 6 M297972 2)形成套接狀態後’該第一結合部(工丄)及該第二結合部(3 2) -間係可框_成-插孔(3 3 ),藉由定_⑵分別插置其中 後,而將該兩鋼材(3 )固結成一體,且同時藉以增益該兩鋼材⑶ 銜接處的結合強度。 再請參閱第二圖所示,其中該第一固接板⑴之第一結合部(1 1)為一穿孔’而該鋼材⑶之第二結合部(3 2 )貝ij為一環圈部; 又,該固定插銷(2)係往左、右兩侧弧彎,且其左、右兩侧的距離 •係自中段部起朝下段部方向漸縮,以利穿置入該插孔(3 3 再者, 該固定插銷(2)上段部於插置入該插孔(3 3)後,該上段部係可 與該插孔(3 3)之内緣形成緊配合。 續請參閱第i至第三圖所示,其中該第—固接板(i)為一l 形板’而該練(3 )為-c型鋼;又翻定插銷(2 )設有一卡掣 部(2 1 )’以供該固定插銷(2 )插固於該插孔(3 3 )中後,該卡 掣邛(21)之頂緣恰可抵貼於該第一固接板(丄)第一結合部(1 鲁1)之底部’並形成卡掣狀態。 又如第四圖及第五圖所示,其中該第一結合部(丄丄)及該第二 結合部(3 2)均為-穿孔,而當該第一固接板(與鋼材(3) 相貼後该兩穿孔係形具成一通孔(3 4 ),以供一第二固接板(6 )之 裱圈部(61 )穿過後,藉由該固定插銷(2)之插固,而將該第一 固接板(1 )及鋼材(3 )結合成一體外,藉以增益該第一固接板(工) 及鋼材(3)之間的卡掣強度。 再如第六圖所示,係本創作之又一實施例,其中該第一固接板 7 M297972 (1 ’)上設有四個第〆結合部(i 1,),且該兩鋼材(3,)相對應位 置設有相同數量之第二結合部(3 2,),令該第一結合部(1工,^ 該第二結合部(3 2’)形成套接’再彻細定插銷(2,)穿過该 插孔(3 3,)後,可進一步增益該兩鋼材(3,)銜接處(3 1牙 結合強度;由前述得知,本創作係可增減該第一固接板(丄,)第一釺 合部(1 1 ’)之數量’藉以增加樑架的載重能力,以合符建物=重: 需求。 請參閱第七圖及第人圖所示,係本創作之另—實關,I中謂 -固接板⑷之第一結合部(4丄)為一穿孔,而該鋼材⑸之 第二結合部(51)為一環圈部,而由於本實施例之組裝方式及其所 產生的功效,均與前述各實施例相同,故不再贅述;如第九圖所示, 當^一結合部(4 1 )與該第二結合部(5 1 )相套接後,可再套 =第一固接板(6’),藉以將該第—固接板(4 )及鋼材($ )結 。成體外’亦可增益該第一固接板⑷及鋼材⑸之間 強度。 手 、不上所述’本創作具備實用絲,且未見於補或公開使用,符 合專利要件,纽缺料射請。 h所陳$本創作產業上-較佳實施例,舉凡依本創作申請 圍所作之等效變化,皆屬本案巾請專利範圍之列。 M297972 【圖式簡單說明】 第一圖係本創作之立體分解圖 第二圖係本創作之立體圖 第三圖係本創作之剖面圖 第四圖係本創作增設一第二固接板之立體分解圖 第五圖係第四圖之剖面圖 第六圖係本創作之又一實施例之立體圖 丨第七圖係本創作之另一實施例之立體分解圖 第八圖係本創作之另一實施例之立體圖 第九圖係本創作另一實施例中增設一第二固接板之立體圖 【主要元件符號說明】 (1 )、( 1’)、(4):第一固接板 (1 1 )、( 1 Γ)、(4 1 ):第一結合部 (2) 、(2’):固定插銷 _ ( 2 1 ):卡掣部 (3) 、(3’)、(5):鋼材 (3 1)、(3 Γ):銜接處 (3 2)、(3 2,)、(5 1):第二結合部 (3 3)、(3 3’):插孔 (3 4 ):通孔 (6)、(6’):第二固接板 (6 1 ):通孔 9M297972 VIII. New description: [New technical field] The creation department is related to the steel of the construction, especially the steel connection structure for the construction of the two buildings. [Prior Art] According to the current structure, most of the buildings are constructed with beams and vertical frames as the main structure, and the same structure is used as the basis for the overall load of the building; and the current construction is based on the design of the building' After the strike is completed, the lap joint combination is completed, and then the construction of other parts of the building is completed. It is known that the current girding of the beam is mainly accomplished by screwing the steel as a beam-by-screw assembly; however, the assembly of such a screw has the following shortcomings, which are described as follows: - The load-carrying structure of the beam-frame structure will be carried by the screw-connected tree, because *············································································· The sudden load will not only use the screwing element to deform, but moreover, the occurrence of breakage and the like, thus affecting the bonding strength of the overall structure of the beam. Second, due to the way of screwing, the screw components must be installed one by one, which leads to an increase in the cumbersome construction, which leads to the loss of working hours and the like. [New content] The creator believes that there is still much room for improvement in the prior art, so he designed a steel joint structure for the building 5 M297972, which consists of a fixed plate and a fixed bolt, and is located at the junction of the two steels. Corresponding structure, the structure corresponding to the steel and the steel can be shaped to have a perforation at the sleeve, so that the fixing pin can be inserted into the card, so that the two steel materials can be integrated into one body, and the two steel materials are also reinforced. In addition to the combined strength, it can also improve many of the shortcomings of the conventional screwing method, which is the main purpose of this creation. The present invention provides a steel joint structure for construction, which mainly comprises: a first fixing plate and at least two fixing pins, wherein the first fixing plate is provided in the first fixing plate. At least two first joint portions, wherein at least one second joint portion is respectively disposed at a position of the two joint portions of the two steel joints with respect to the first joint portion of the first fastening plate; by the first joint portion and the The socket of the second joint portion is formed between the first joint portion and the second joint portion, so that the Guding plug can be placed in the middle of the joint, and the two hidden hooks can be used to increase the ugly two. The strength of the connection between the two. [Embodiment] The following is a description of the preferred embodiment of the present invention, and the construction, features and embodiments of the present invention are illustrated by the drawings. Please refer to the first drawing, and in conjunction with the second to third figures, a preferred embodiment of the steel joining structure for the present construction, which mainly comprises: a first fixing plate (1) and two fixing pins (2), Wherein the first fixing plate (L) is provided with two first joints and 1 = and the two sides of the two steel (3) joints (3 i ) are opposite to the first joint of the first fixing plate (1) (ii) The position is respectively provided with a second joint (Μ). Hunting from the above structure 'to make the first joint portion (ii) and the second joint portion (3 6 M297972 2) form a socket state, the first joint portion (worker) and the second joint portion ( 3 2) - The inter-system can be framed into the jacks (3 3), and the two steels (3) are consolidated into one body by fixing _(2) respectively, and at the same time, the two steel materials (3) are connected by gain. The strength of the bond. Referring to the second figure, the first joint portion (1 1) of the first fastening plate (1) is a perforation and the second joint portion (3 2 ) of the steel material (3) is a loop portion; Moreover, the fixed pin (2) is curved to the left and right sides, and the distance between the left and right sides thereof is gradually tapered from the middle portion toward the lower portion to facilitate insertion into the jack (3) 3 Further, after the upper portion of the fixing pin (2) is inserted into the insertion hole (33), the upper portion can form a tight fit with the inner edge of the insertion hole (33). Continued see i As shown in the third figure, wherein the first fixing plate (i) is an l-shaped plate' and the training (3) is a -c type steel; and the turning pin (2) is provided with a latching portion (2 1 ) After the fixing pin (2) is inserted into the jack (3 3 ), the top edge of the latch (21) can abut against the first joint of the first fixing plate (丄). (1 Lu 1) the bottom 'and form a click state. As shown in the fourth and fifth figures, wherein the first joint portion (丄丄) and the second joint portion (32) are both perforated And when the first fixing plate (the steel plate (3) is attached, the two are worn The system has a through hole (3 4 ) for the through hole portion (61) of a second fixing plate (6) to pass through, and the first fixing member (2) is inserted to fix the first solid The connecting plate (1) and the steel material (3) are combined into one body to gain the clamping strength between the first fixing plate (work) and the steel material (3). An embodiment, wherein the first fastening plate 7 M297972 (1 ') is provided with four second joints (i1), and the two steel materials (3,) are provided with the same number of second positions. The joint portion (32,) causes the first joint portion (1, 2) to form a socket, and then the pin (2) is passed through the jack (3, 3) After the), the two steel (3,) joints can be further increased (the 3 1 tooth joint strength; as described above, the creation system can increase or decrease the first joint (丄,) the first joint ( The number of 1 1 ') is used to increase the load capacity of the beam to conform to the structure = weight: demand. Please refer to the seventh figure and the figure of the person, which is the other of the creation - the actual, I said - solid Board (4) The first joint portion (4丄) is a perforation, and the second joint portion (51) of the steel material (5) is a loop portion, and the assembly manner of the embodiment and the effect thereof are the same as the foregoing embodiments. The same is the same as the first fixed part (6') ), by which the first fixing plate (4) and the steel material ($) are joined. The external body can also gain the strength between the first fixing plate (4) and the steel material (5). Practical silk, which has not been used in supplement or public use, meets the requirements of patents, and is missing the materials. h. Chen Chen, the creative industry - the preferred embodiment, all the equivalent changes made according to this creation application are in this case. The scope of the patent is included in the towel. M297972 [Simple description of the drawing] The first picture is the three-dimensional exploded view of the creation. The second picture is the three-dimensional picture of the creation. The third picture is the sectional view of the creation. The fourth picture is the three-dimensional decomposition of the second fixed plate. FIG. 5 is a cross-sectional view of a fourth embodiment. FIG. 6 is a perspective view of another embodiment of the present creation. FIG. 7 is a perspective exploded view of another embodiment of the present creation. FIG. 9 is a perspective view showing a second fixing plate in another embodiment of the present invention. [Main component symbol description] (1), (1'), (4): first fixing plate (1 1 ), ( 1 Γ), (4 1 ): first joint (2), (2'): fixed bolt _ ( 2 1 ): cassette (3), (3'), (5): steel (3 1), (3 Γ): joints (3 2), (3 2,), (5 1): second joint (3 3), (3 3'): jack (3 4 ): Through hole (6), (6'): second fixing plate (6 1 ): through hole 9

Claims (1)

M297972 九、申請專利範圍: 1 、,建_之崎銜接構造,其主要包m接板及至少 -固定插鎖’其t該第-固接板中設有至少二個第—結合部,而 兩鋼材銜接處之蝴目對於該第_固接板之第—結合部之位置分 別又有至〉第_結合部,藉由該第一結合部及該第二結合部之 套接’於該第-結合部及該第二結合部間係框圍形成一插孔,以 :〆口疋插銷刀別插置其中後,可將該兩鋼材固結成一體,藉以 增強該兩鋼材之銜接強度。 曰 其中鋼材 2、如申請專利範圍第1項所述之建築用之鋼材銜接構造,其 為一 C型鋼。 用之鋼材銜接構造,其中該第 ,而該鋼材之第二結合部為一 3、如申請專利範圍第2項所述之建築 一固接板之第一結合部為一環圈部 穿孔。 4、 如申請專利範圍第1項所述之建_之鋼材銜接構造,其中該第 口接板之第-結合部為—穿孔,輯鋼材之第二結 圈部。 緣 5、 如申4專利範圍第“職之賴狀鋼频接構造,其中 疋插銷係住左、右兩侧弧f,且其左、右兩側的距離係自中段 起朝下段部方向漸縮,以利穿置入該插孔。 又。 6、 如申μ專利範項所述之建_之鋼材銜接構造,其中該第 .M297972 -結合部及該第二結合部均為—穿孔,而當該第—固接板與鋼材 相貼後該兩穿孔係形具成—通孔,再以―第二固接板之環圈部穿 碰’藉纟該@定插雜固於咖部巾,祕鮮—固接板及鋼 材連接成一體。 7、如中請專概圍帛1項所述之賴狀鋼材銜接構造,其中該第 一固接板為一 L形板。 籲8如申明專利範圍第3項所述之建築用之鋼材銜接構造,其中該固 疋插銷没有-卡掣部,以供卡固於該第—固接板第—結合部之底 部。 9、如申料利補第3項所述之建築狀崎銜麟造,其中該第 -固接板及鋼材相套接,再套置―第二固接板後,而該第二固接 板上所<之¥圈部’係會凸伸出鞠材表面—距離,而該固定插 銷則插固於其中,而將該第一固接板及鋼材連接成一體。 1 0如申明專利1巳圍第4項所述之建築用之鋼材銜接構造,其中該 固定插銷設有-卡掣部,以供卡固於該鋼材之第二結合部之底部。M297972 Nine, the scope of application for patents: 1, the construction of the _ saki connection structure, the main package m board and at least - fixed mortise locks, the t-stack plate is provided with at least two first-joint The hinges of the joints of the two steel plates respectively have a position of the first joint portion of the first fixing plate to the first joint portion, and the socket of the first joint portion and the second joint portion A socket is formed between the first joint portion and the second joint portion, so that the two steel materials can be consolidated into one body after the inserting knife is inserted therein, thereby enhancing the joint strength between the two steel materials.曰 Among them, steel 2, such as the steel joint structure for construction mentioned in the scope of patent application, is a C-shaped steel. The steel joint structure is used, wherein the second joint portion of the steel material is a metal. The first joint portion of the fixing plate according to the second aspect of the patent application is a loop portion perforation. 4. The steel joint structure of the construction method according to the first aspect of the patent application, wherein the first joint portion of the first joint plate is a perforation, and the second joint portion of the steel material is collected. Edge 5, such as the application scope of the 4th patent of the application, the 疋 疋 pin tie the left and right sides of the arc f, and the distance between the left and right sides is gradually decreasing from the middle to the lower The sleeve is inserted into the jack. 6. The steel joint structure of the construction method as described in the patent specification of the invention, wherein the joint portion M297972 - the joint portion and the second joint portion are both perforated. When the first fixing plate and the steel material are attached, the two perforated lines are formed into a through hole, and then the ring portion of the second fixing plate is worn to touch the 'dead'. Towel, secret - solid plate and steel are integrated into one. 7. If you want to enclose a ligation-type steel joint structure as described in 1 item, the first fixed plate is an L-shaped plate. A steel joint construction structure for a building according to the third aspect of the invention, wherein the solid plug has no - snap portion for fastening to the bottom of the first joint portion of the first fixing plate. In addition to the construction of the building as described in Item 3, the first fixed plate and the steel are sleeved, and then the second fixed plate is placed, and the The ring portion of the fixing plate protrudes from the surface of the coffin, and the fixing pin is inserted therein, and the first fixing plate and the steel material are integrally connected. The invention relates to a steel joint structure for construction according to Item 4, wherein the fixing bolt is provided with a latching portion for fastening to the bottom of the second joint portion of the steel material.
TW95206239U 2006-04-13 2006-04-13 Joint structure of construction steel member TWM297972U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI493093B (en) * 2013-03-05 2015-07-21
EP3361018A1 (en) 2017-02-14 2018-08-15 Tai Yu Liu Lightweight steel construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI493093B (en) * 2013-03-05 2015-07-21
EP3361018A1 (en) 2017-02-14 2018-08-15 Tai Yu Liu Lightweight steel construction

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