TWM547578U - Modular steel frame structure unit - Google Patents
Modular steel frame structure unit Download PDFInfo
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- TWM547578U TWM547578U TW106204347U TW106204347U TWM547578U TW M547578 U TWM547578 U TW M547578U TW 106204347 U TW106204347 U TW 106204347U TW 106204347 U TW106204347 U TW 106204347U TW M547578 U TWM547578 U TW M547578U
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本創作係關於一種鋼架結構單元;更詳而言之,係一種利用用材較少、重量較輕的L型鋼,以結構強度等同於H型鋼的連結型態作為鋼架結構之片體單元,並透過固接相互連結,形成輕量化但強度不變的組合式鋼架結構單元。The present invention relates to a steel frame structural unit; more specifically, an L-shaped steel using less material and lighter weight, and a structural unit having a structural strength equivalent to that of an H-shaped steel as a sheet unit of a steel frame structure, And through the fixed connection, the combined steel frame structure unit with light weight but constant strength is formed.
習用之建物鋼架,為了強度與簡化鋼架結構之考量,多會採用重量較重、耗材較多的一體成形型鋼,尤其以H型鋼最為常見。For the purpose of strength and simplification of the steel frame structure, the conventionally formed steel frame will be more integrated with heavy weight and more consumables, especially H-shaped steel.
鋼架根據不同需求的結構骨架,會採用不同規格的型鋼,而H型鋼之重量,經表查,若為20公分長20公分寬的規格,該H型鋼每公尺的重量約為50公斤;若為40公分長40公分寬的規格,則該H型鋼每公尺的重量甚至接近300公斤。According to the structural skeleton of different requirements, the steel frame will adopt different specifications of steel, and the weight of H-shaped steel is checked. If it is 20 cm long and 20 cm wide, the weight of the H-shaped steel is about 50 kg per metre; If it is 40 cm long and 40 cm wide, the weight of the H-beam is even close to 300 kg per meter.
惟,檢視H型鋼之結構後可發現,其結構為中央一片腹板,兩端分別延展出翼板,然而實際上真正載重者為中央之腹板,翼板則係屬於輔助結構,多用於與他件焊接或鎖附結合用,實際應用上,翼板更是較腹板容易發生翹曲變型之情形。是以,兩端之翼板既非主要支撐結構,又占了1/2到1/3的重量,著實形成鋼材浪費且不必要之重量過多的缺漏。However, after examining the structure of the H-beam, it can be found that the structure is a central web, and the wings are extended at both ends. However, the actual load is the central web, and the wing is an auxiliary structure, which is mostly used for He is welded or locked together. In practical applications, the wing is more likely to be warped and deformed than the web. Therefore, the wings at both ends are neither the main support structure nor the weight of 1/2 to 1/3, which is a waste of unnecessary steel and unnecessary weight.
據此,本案創作人遂依其多年從事相關領域之研發經驗,針對前述之缺失進行深入探討,並依前述需求積極尋求解決之道,歷經長時間的努力研究與多次測試,終於完成此創作。Based on this, the creators of this case have been engaged in research and development experience in related fields for many years, and have conducted in-depth discussions on the above-mentioned shortcomings, and actively sought solutions based on the above-mentioned needs. After a long period of hard work and many tests, the author finally completed this creation. .
本創作所欲解決的問題係提供一種與習用H型鋼具有等效強度,且可減少用料及成本,又可達到輕量化的鋼架結構單元。The problem to be solved by the present invention is to provide a steel frame structural unit which has equivalent strength to the conventional H-shaped steel, can reduce the material and cost, and can achieve weight reduction.
為解決上述問題,本創作係揭露一種組合式鋼架結構單元,其以L型鋼作結構結合,形成結構強度與H型鋼等效的片體單元,並且其片體單元可利用連結結構頭尾相接,形成組合式的鋼架結構。In order to solve the above problems, the present invention discloses a combined steel frame structural unit which is combined with an L-shaped steel structure to form a sheet unit whose structural strength is equivalent to that of an H-shaped steel, and the sheet unit can utilize the joint structure of the head and tail phase. Connected to form a combined steel frame structure.
片體單元之主要的結構如下: 1. 立柱:係為兩隻具一定長度且彼此以一段距離平行的立柱L型鋼; 2. 斜向架:以非垂直的方式橫向固接於立柱上的複數段L型鋼; 3. 連結結構:係用以與其他片體單元結合之結構,如穿設於L型鋼上之固接孔或焊接於立柱間的固接孔片。The main structure of the chip unit is as follows: 1. Column: two columns of L-shaped steel with a certain length and parallel to each other; 2. Oblique frame: a plurality of transversely fixed to the column in a non-vertical manner Section L-shaped steel; 3. Connection structure: a structure used for bonding with other sheet units, such as a fixing hole that is placed on an L-shaped steel or a fixed hole piece welded between the columns.
進一步的是,本創作所述之鋼架結構單元係為鏤空狀的片體單元,是以大幅減少非支撐結構之鋼材,達到高度輕量化的效果。經學術單位之實證驗算,本創作之結構強度與習用之型鋼無異,亦即,本創作可在不變動結構強度之前提下大幅減少鋼構用材之成本,並達到極度輕量化之功效。Further, the steel frame structural unit described in the present invention is a hollow sheet unit, which is a steel material that greatly reduces the unsupported structure, and achieves a highly lightweight effect. According to the empirical calculation by the academic unit, the structural strength of the creation is no different from that of the conventional steel. That is to say, the creation can greatly reduce the cost of the steel material before the structural strength is changed, and achieve the effect of extremely lightweight.
更進一步的是,本創作所述之組合式,係指透過連結結構之設計,以固接孔或固接孔片將各別的片體單元結合在一起,形成一個完整的鋼架結構;在此前提下,本創作的連結結構不僅可使同尺寸的鋼架結構單元相接,更可配合不同的鋼架結構型態結合不同尺寸的片體單元,提供更適切的鋼架結構強度。Furthermore, the combination described in the present application refers to the design of a joint structure to bond the individual sheet units together by a fixed hole or a fixed hole piece to form a complete steel frame structure; Under this premise, the joint structure of the creation can not only connect the steel frame structural units of the same size, but also can be combined with different steel frame structure types to combine the different size of the chip unit to provide a more suitable structural strength of the steel frame.
本創作之主要特點在於,在不變動結構強度的前提下大幅減少鋼構用材,並達到極度輕量化之功效;藉此不但可以節省成本,並且可使鋼架結構輕量化,降低高空作業之危險。The main feature of this creation is that the steel structure material can be greatly reduced without changing the structural strength, and the effect of extremely lightweighting can be achieved. This not only saves cost, but also reduces the weight of the steel frame structure and reduces the risk of working at height. .
本創作之次要特點在於,可透過連結結構之設計連結各個鋼架結構單元(即所述片體單元),使鋼架結構之重量與體積分散於各單元,在搬運及儲放上皆更為便利;並且透過可連結不同尺寸之鋼架結構單元的技術特徵,本創作亦可適用於不規則型態之鋼架結構,隨負載之不同可選擇不同尺寸及強度之鋼架結構單元作組合,提供更適切的鋼架結構強度。A secondary feature of the present invention is that the steel frame structure unit (ie, the sheet unit) can be connected through the design of the joint structure, so that the weight and volume of the steel frame structure are dispersed in each unit, and the handling and storage are more For convenience; and through the technical features of the steel frame structural unit that can be connected to different sizes, the creation can also be applied to the irregular steel frame structure, and the steel frame structure units of different sizes and strengths can be selected according to the load. Provides a more suitable structural strength of the steel frame.
接下來便結合圖式和具體實施例對本創作作進一步說明,以使本領域的技術人員可以更輕易理解本創作並加以實施運用。The present invention will be further described in conjunction with the drawings and specific embodiments to enable those skilled in the art to more readily understand the present invention.
首先,有關習用鋼架結構之立體示意圖請參閱圖1,由圖可見採用H型鋼1’作為主要鋼骨之鋼架結構;檢視H型鋼1’之結構後可發現,其結構為中央一片腹板11’,兩端分別延展出翼板12’,然而實際上真正載重者為中央之腹板11’,翼板12’則係屬於輔助結構,多用於與他件焊接或鎖附結合用,實際應用上,翼板12’更是較腹板11’容易發生翹曲變型之情形。是以,兩端之翼板既非主要支撐結構,又占了1/2到1/3的重量,著實形成鋼材浪費且不必要之重量過多的缺漏。First of all, please refer to Figure 1 for the three-dimensional diagram of the conventional steel frame structure. It can be seen that the H-shaped steel 1' is used as the steel frame structure of the main steel skeleton. After examining the structure of the H-shaped steel 1', the structure is a central web. 11', the wings 12' are respectively extended at both ends, but in fact the true load is the central web 11', and the wing 12' is an auxiliary structure, which is often used for welding or locking with other parts, actually In application, the flap 12' is more likely to be warped and deformed than the web 11'. Therefore, the wings at both ends are neither the main support structure nor the weight of 1/2 to 1/3, which is a waste of unnecessary steel and unnecessary weight.
為解決上述問題,本創作係揭露一種組合式鋼架結構單元,其以L型鋼作結構結合,形成結構強度與H型鋼1’等效的片體單元1,並且其片體單元1可利用連結結構頭尾相接,形成組合式的鋼架結構,如接下來的圖2所示。In order to solve the above problems, the present invention discloses a combined steel frame structural unit which is combined with an L-shaped steel structure to form a sheet unit 1 having a structural strength equivalent to that of an H-shaped steel 1', and the sheet unit 1 can be utilized The ends of the structure are joined to form a combined steel frame structure, as shown in Figure 2 below.
敬請參閱圖2,圖2為本創作所述組合式鋼架結構之立體示意圖,由圖可見以「作為鋼架結構單元之片體單元1」組合建構之鋼架結構,其中,片體單元1與片體單元1間係透過連結結構2與固接元件3相互連結組合。Please refer to FIG. 2 , which is a perspective view of the combined steel frame structure of the present invention. The steel frame structure constructed by combining the “slice unit 1 as a steel frame structure unit” can be seen from the figure, wherein the chip unit is 1 and the sheet unit 1 are connected to each other through the connection structure 2 and the fastening element 3.
由圖2中亦可看見鋼架結構中的每個片體單元1均有一定的長度L與寬度W,並且,該片體單元1係在兩隻具一定長度且以一段距離平行的立柱11之間,以非垂直的方式橫向固接複數段斜向架12,形成具一定長度L及寬度W之鏤空狀片體單元1。It can also be seen from Fig. 2 that each of the sheet units 1 in the steel frame structure has a certain length L and a width W, and the sheet unit 1 is attached to two columns 11 having a certain length and paralleling a distance. Between the plurality of segments, the diagonal frame 12 is laterally fixed in a non-vertical manner to form a hollow sheet unit 1 having a length L and a width W.
相較圖1中以H型鋼1’組成的鋼架結構,由本創作所組合建構的鋼架結構於非必要之載重結構係呈現鏤空狀態,因此可達成輕量化的目的;因此,本創作為一種能在保持既有結構強度的前提下達到高度輕量化的改良結構。Compared with the steel frame structure composed of H-shaped steel 1' in Fig. 1, the steel frame structure constructed by the combination of the present invention is hollowed out in the non-essential load-bearing structure, so that the purpose of weight reduction can be achieved; therefore, the present invention is a kind of A highly lightweight and improved structure can be achieved while maintaining the strength of the existing structure.
接下來,依照片體單元1與片體單元1間的連結型態,列舉出四種不同的連結態樣(如圖3A至圖6B): 1.採用連結結構2型態一的同寬度片體單元1; 2.採用連結結構2型態二的同寬度片體單元1; 3.採用連結結構2型態二的不同寬度片體單元1; 4.採用連結結構2型態二的具轉折角度的片體單元1。Next, according to the connection pattern between the photo body unit 1 and the sheet unit 1, four different connection patterns are listed (as shown in FIG. 3A to FIG. 6B): 1. The same width sheet of the joint structure 2 type one is used. Body unit 1; 2. Same width sheet unit 1 with joint structure 2 type 2; 3. Different width sheet unit 1 with joint structure 2 type 2; 4. Transition with joint structure 2 type 2 Angle unit 1 of the angle.
首先,請參閱圖3A與圖3B,此二圖係為本創作所述組合式鋼架結構之連結型態一組合圖與爆炸圖,圖中可見採用連結結構型態一的同寬度片體單元1,透過連結結構2與固接元件3彼此連結結合;由圖3B的爆炸圖中可更清楚的看見其連結組合的相互關係。First, please refer to FIG. 3A and FIG. 3B , which are the combination diagram and the explosion diagram of the joint type of the combined steel frame structure, and the same width sheet unit adopting the joint structure type 1 can be seen in the figure. 1. The joint structure 2 and the fastening member 3 are joined to each other by a joint structure 2; the mutual relationship of the joints of the joints can be more clearly seen from the exploded view of FIG. 3B.
從圖3B中可見,片體單元1與片體單元1以開設有固接孔21的立柱11端處相對接,再以固接孔片22分別對應固接孔21後,透過螺栓31與螺帽32相鎖附固接,其中此圖中的固接孔21與固接孔片22係為組合式鋼架結構連結結構2的其中一種型態,另一種型態之連結結構請參閱以下圖式之說明。As can be seen from FIG. 3B, the sheet unit 1 and the sheet unit 1 are oppositely connected to the end of the column 11 having the fixing hole 21, and after the fixing hole 22 is respectively corresponding to the fixing hole 21, the bolt 31 and the screw are transmitted. The cap 32 is locked and fixed. The fixing hole 21 and the fixing hole 22 in this figure are one type of the combined steel frame structure connecting structure 2, and the other type of connecting structure is shown in the following figure. Description of the formula.
接下來,請參閱圖4A及圖4B,此二圖係為本創作所述組合式鋼架結構之連結型態二組合圖與爆炸圖,圖中可見採用連結結構型態二的同寬度片體單元1,透過連結結構2與固接元件3彼此連結結合;由圖4B的爆炸圖中可更清楚的看見其連結組合的相互關係。Next, please refer to FIG. 4A and FIG. 4B , which are the joint type two combination diagram and the explosion diagram of the combined steel frame structure of the present invention, and the same width sheet body adopting the joint structure type 2 can be seen in the figure. The unit 1 is coupled to each other through the joint structure 2 and the fixing member 3; the mutual relationship of the joint combinations can be more clearly seen from the exploded view of Fig. 4B.
從圖4B中可見,片體單元1與片體單元1之端處皆設置有固接孔片22,該固接孔片22上開設有複數個固接孔21,欲連結的兩個片體單元1在端處的固接孔片22和固接孔21相對應後,可透過螺栓31與螺帽32相互鎖附固接,而此圖中固定於立柱11端處的固接孔片22與其上之固接孔21即為組合式鋼架結構連結結構2的另一種型態(型態二)。As shown in FIG. 4B, the end of the body unit 1 and the body unit 1 are provided with a fixing hole piece 22, and the fixing hole piece 22 is provided with a plurality of fixing holes 21, and two pieces to be joined. After the fixing hole piece 22 at the end corresponds to the fixing hole 21, the unit 1 can be locked and fixed to the nut 32 through the bolt 31, and the fixing hole piece 22 fixed at the end of the column 11 in this figure is fixed. The fixing hole 21 thereon is another type (type 2) of the combined steel frame structure connecting structure 2.
而關於不同尺寸也能相互連結組合之鋼架結構,則請參閱圖5A及圖5B;圖5A及圖5B為本創作所述組合式鋼架結構之連結型態三組合圖和爆炸圖,圖中可見採用連結結構型態二的不同寬度片體單元1,亦即寬度W1的片體單元1與寬度W2的片體單元1,透過連結結構2與固接元件3彼此連結結合;由圖5B的爆炸圖中可更清楚的看見其連結組合的相互關係。For the steel frame structure in which different sizes can also be combined with each other, please refer to FIG. 5A and FIG. 5B. FIG. 5A and FIG. 5B are the three-combination diagram and the explosion diagram of the joint type of the combined steel frame structure. It can be seen that the different width slice units 1 of the joint structure type 2, that is, the sheet unit 1 of the width W1 and the sheet unit 1 of the width W2 are connected and coupled to each other through the joint structure 2; FIG. 5B The interrelationship of the link combinations can be more clearly seen in the exploded view.
從圖5B中可見,片體單元1與片體單元1之端處皆設置有固接孔片22,該固接孔片22上開設有複數個固接孔21,欲連結的兩個片體單元1在端處的固接孔片22和固接孔21相對應後,可透過螺栓31與螺帽32相互鎖附固接,完成組合式之鋼架結構。As shown in FIG. 5B, the end of the body unit 1 and the body unit 1 are provided with a fixing hole piece 22, and the fixing hole piece 22 is provided with a plurality of fixing holes 21, and two pieces to be joined. After the fixing hole piece 22 at the end corresponds to the fixing hole 21, the unit 1 can be locked and fixed to each other through the bolt 31 and the nut 32 to complete the combined steel frame structure.
最後,請參閱圖6A與圖6 B,圖6A與圖6B為本創作所述組合式鋼架結構之連結型態四組合圖和爆炸圖,圖中可見採用連結結構型態二之具轉折角度的片體單元1,亦即片體單元1之立柱11係為有折曲一角度a的雙邊型態,而在立柱11經折曲後之端處亦設置有連結結構2,並藉固接元件3使彼此連結結合;由圖6B的爆炸圖中可更清楚的看見其連結組合的相互關係。Finally, please refer to FIG. 6A and FIG. 6B. FIG. 6A and FIG. 6B are the four-combination diagram and the explosion diagram of the joint type of the combined steel frame structure, and the turning angle of the joint structure type II can be seen in the figure. The sheet unit 1, that is, the column 11 of the sheet unit 1 is a bilateral type having an angle a bent, and a joint structure 2 is also provided at the end of the column 11 after being bent, and is fixed by The elements 3 are joined to each other; the interrelationship of the joints of the joints can be more clearly seen from the exploded view of Fig. 6B.
從圖6B中可看出上方之片體單元1係為有經一折曲角度a之片體單元1,其與下方之片體單元1的端處皆設置有固接孔片22,該固接孔片22上開設有複數個固接孔21,兩個片體單元1在端處的固接孔片22和固接孔21相對應後,可透過螺栓31與螺帽32相互鎖附固接,完成組合式之鋼架結構;經組合後之鋼架結構具有等效於H型鋼之結構強度,且大幅減少鋼構用材,一方面可降低成本,另方面又可達到輕量化,係為相當具有產業利用性之實用創作。It can be seen from FIG. 6B that the upper sheet unit 1 is a sheet unit 1 having a bending angle a, and the end of the lower sheet unit 1 is provided with a fixing hole piece 22, which is fixed. A plurality of fixing holes 21 are defined in the connecting hole piece 22. The two piece body units 1 are fixed to each other through the bolt 31 and the nut 32 after the fixing hole piece 22 and the fixing hole 21 at the end correspond to each other. The combined steel frame structure is completed; the combined steel frame structure has the structural strength equivalent to that of the H-shaped steel, and the steel structure material is greatly reduced, on the one hand, the cost can be reduced, and on the other hand, the lightweight can be achieved. It is quite practical for industrial use.
由此可見,本創作在同類產品中具有極佳之進步性以及實用性,同時查遍國內外關於此類結構之技術資料文獻後,確實未發現有相同或近似之構造存在於本案申請之前,因此本案應已符合『創作性』、『合於產業利用性』以及『進步性』的專利要件,爰依法提出申請之。It can be seen that this creation has excellent progress and practicality in similar products. At the same time, after searching domestic and foreign technical documents on such structures, it is true that no identical or similar structure exists before the application of this case. Therefore, the case should have met the patent requirements of "creative", "combined with industrial use" and "progressive", and applied for it according to law.
然以上所述者,僅係本創作之較佳實施例而已,舉凡應用本創作說明書及申請專利範圍所為之其它等效結構變化者,理應包含在本創作之申請專利範圍內。It is to be understood that the above-described preferred embodiments of the present invention are intended to be included in the scope of the present invention.
1’‧‧‧H型鋼
1‧‧‧片體單元
11‧‧‧立柱
11’‧‧‧腹板
12‧‧‧斜向架
12’‧‧‧翼板
2‧‧‧連結結構
21‧‧‧固接孔
22‧‧‧固接孔片
3‧‧‧固接元件
31‧‧‧螺栓
32‧‧‧螺帽
L‧‧‧長度
W‧‧‧寬度
W1‧‧‧寬度
W2‧‧‧寬度
a‧‧‧角度1'‧‧‧H-beam 1‧‧ ‧ body unit 11‧‧‧ column 11'‧‧‧ web 12‧‧‧ diagonal frame 12'‧‧‧ wing 2‧‧‧ connection structure 21‧‧‧ Retaining hole 22‧‧‧Fixed hole piece 3‧‧‧Fixed element 31‧‧‧Bolt 32‧‧‧Nuts L‧‧‧Length W‧‧‧Width W1‧‧‧Width W2‧‧‧Width a ‧‧‧angle
圖1:習用鋼架結構之立體示意圖; 圖2:本創作所述組合式鋼架結構之立體示意圖; 圖3A:本創作所述組合式鋼架結構之連結型態一組合圖; 圖3B:本創作所述組合式鋼架結構之連結型態一爆炸圖; 圖4A:本創作所述組合式鋼架結構之連結型態二組合圖; 圖4B:本創作所述組合式鋼架結構之連結型態二爆炸圖; 圖5A:本創作所述組合式鋼架結構之連結型態三組合圖; 圖5B:本創作所述組合式鋼架結構之連結型態三爆炸圖; 圖6A:本創作所述組合式鋼架結構之連結型態四組合圖; 圖6B:本創作所述組合式鋼架結構之連結型態四爆炸圖。Figure 1 is a perspective view of a conventional steel frame structure; Figure 2: A perspective view of the combined steel frame structure of the present invention; Figure 3A: a combined view of the combined steel frame structure of the present invention; Figure 3B: The joint type-explosion diagram of the combined steel frame structure of the present invention; FIG. 4A: the joint type two combination diagram of the combined steel frame structure of the present invention; FIG. 4B: The combined steel frame structure of the present invention FIG. 5A is a three-expansion diagram of a joint type of the combined steel frame structure of the present invention; FIG. 5B is a three-explosion diagram of a joint type of the combined steel frame structure of the present invention; FIG. The joint type four-combination diagram of the combined steel frame structure of the present invention; FIG. 6B: the joint type four-explosion diagram of the combined steel frame structure of the present invention.
1‧‧‧片體單元 1‧‧‧chip unit
11‧‧‧立柱 11‧‧‧ column
12‧‧‧斜向架 12‧‧‧ diagonal frame
2‧‧‧連結結構 2‧‧‧ Linked structure
3‧‧‧固接元件 3‧‧‧Fixed components
L‧‧‧長度 L‧‧‧ length
W‧‧‧寬度 W‧‧‧Width
Claims (11)
Priority Applications (1)
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TW106204347U TWM547578U (en) | 2017-03-28 | 2017-03-28 | Modular steel frame structure unit |
Applications Claiming Priority (1)
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TW106204347U TWM547578U (en) | 2017-03-28 | 2017-03-28 | Modular steel frame structure unit |
Publications (1)
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TWM547578U true TWM547578U (en) | 2017-08-21 |
Family
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Family Applications (1)
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TW106204347U TWM547578U (en) | 2017-03-28 | 2017-03-28 | Modular steel frame structure unit |
Country Status (1)
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWD206296S (en) | 2019-12-26 | 2020-08-01 | 上豐空間設計有限公司 | House skeleton |
-
2017
- 2017-03-28 TW TW106204347U patent/TWM547578U/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWD206296S (en) | 2019-12-26 | 2020-08-01 | 上豐空間設計有限公司 | House skeleton |
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