TWM581612U - Positioning joint structure of steel beam column or steel cage or diaphragm wall having infinitely extending connection - Google Patents
Positioning joint structure of steel beam column or steel cage or diaphragm wall having infinitely extending connection Download PDFInfo
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- TWM581612U TWM581612U TW108201348U TW108201348U TWM581612U TW M581612 U TWM581612 U TW M581612U TW 108201348 U TW108201348 U TW 108201348U TW 108201348 U TW108201348 U TW 108201348U TW M581612 U TWM581612 U TW M581612U
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Abstract
Description
本創作係有關於一種定位接合構造;更詳而言之,特別係關於一種可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造。The present invention relates to a positioning engagement structure; more particularly, to a locating joint structure of a reinforced beam column or a steel cage or a continuous wall that can be infinitely extended.
不論是在建築或是土木工程中,梁、柱、鋼筋籠、連續壁…等結構的施作均會使用到鋼筋續接的工法,而一般傳統的續接工法分為綁紮以及焊接兩種,且由於傳統的施工法非常仰賴工人的技術,因此為了避免基座產生偏差而使續接而成的結構體歪斜,勢必得不斷地調整鋼筋的角度,才能夠讓每一個鋼筋與基座保持水平或垂直,導致施工進度緩慢又耗費人力。Whether in construction or civil engineering, the construction of beams, columns, steel cages, continuous walls, etc. will use the method of continuous reinforcement, and the traditional continuous connection method is divided into two types, namely, lashing and welding. The traditional construction method relies heavily on the worker's technology. Therefore, in order to avoid the deviation of the susceptor and make the spliced structure skew, it is necessary to constantly adjust the angle of the steel bar so that each steel bar and the pedestal can be horizontal or vertical. The construction progress is slow and labor-intensive.
有鑑於此,本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,終於完成本創作。In view of this, I have been engaged in research and development 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, I finally completed this creation.
本創作之主要目的在於縮短接合鋼筋梁柱或鋼筋籠或連續壁所需要的時間。The main purpose of this creation is to reduce the time required to join reinforced beams or columns or steel cages or continuous walls.
為達上述目的,本創作係依照接合的方式不同而產生兩種不同的型態,而第一型態的本創作可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造,係包含有第一接合件、第二接合件以及樞接器。In order to achieve the above purposes, the author creates two different types according to the way of joining, and the first type of creation can extend the joint of the reinforced beam column or the steel cage or the continuous wall. The first joint member, the second joint member and the pivot joint are included.
所述第一接合件係透過摩擦壓接將第一鋼筋段和第一樞接段接合而成,並於第一鋼筋段和第一樞接段接合處設有第一凸出部,且該第一樞接段上設有第一外螺牙以及與第一外螺牙螺合的第一固定元件,該第一外螺牙為單線、雙線或是雙線以上的螺牙,且該第一外螺牙的入口端設有第一外導線牙。The first engaging member is formed by joining the first reinforcing bar segment and the first pivoting portion by friction crimping, and is provided with a first protruding portion at the joint of the first reinforcing bar segment and the first pivoting segment, and the first engaging portion a first outer thread and a first fixing element screwed to the first outer thread, wherein the first outer thread is a single thread, a double thread or a double thread or more, and the first outer thread The first outer thread is provided with a first outer lead tooth at the inlet end.
所述第二接合件係透過摩擦壓接將第二鋼筋段和第二樞接段接合而成,並於第二鋼筋段和第二樞接段接合處設有第二凸出部,且該第二樞接段上設有第二外螺牙,其中,該第二外螺牙為單線、雙線或是雙線以上的螺牙,且該第二外螺牙的入口端設有第二外導線牙,又該第二樞接段的長度小於第一樞接段的長度。The second engaging member is formed by joining the second reinforcing bar segment and the second pivoting portion by friction welding, and providing a second protruding portion at the joint of the second reinforcing bar segment and the second pivoting portion, and the a second outer thread is disposed on the second pivoting portion, wherein the second outer thread is a single thread, a double thread or a double thread or more threaded thread, and the second outer thread has a second end at the inlet end The length of the outer lead tooth and the second pivoting section is smaller than the length of the first pivoting section.
所述樞接器係具有一貫穿孔並於貫穿孔內設有與第一外螺牙和第二外螺牙相對應的內螺牙,該樞接器的兩端分別與第一外螺牙和第二外螺牙相互螺合,且樞接器在與第一外螺牙螺合的一端和第一固定元件貼合。The pivoting device has a consistent perforation and is provided with an internal thread corresponding to the first outer thread and the second outer thread in the through hole, and the two ends of the pivoting device respectively correspond to the first outer thread and The second outer threads are screwed to each other, and the pivot joint is attached to the first fixing member at one end that is screwed to the first outer screw.
另外,第二型態的本創作可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造,係包含有第一接合件、第二接合件以及樞接組件。In addition, the second type of the present invention can extend the joined reinforcing beam column or the reinforcing cage or the continuous wall positioning joint structure, and includes the first engaging member, the second engaging member and the pivoting assembly.
所述第一接合件係透過摩擦壓接將第一鋼筋段和第一樞接段接合而成,並於第一鋼筋段和第一樞接段接合處設有第一凸出部,且該第一樞接段上設有第一外螺牙,以及與第一外螺牙螺合的第一固定元件,其中,該第一外螺牙為單線、雙線或是雙線以上的螺牙。The first engaging member is formed by joining the first reinforcing bar segment and the first pivoting portion by friction crimping, and is provided with a first protruding portion at the joint of the first reinforcing bar segment and the first pivoting segment, and the first engaging portion a first outer thread is disposed on the first pivoting portion, and a first fixing element is screwed to the first outer thread, wherein the first outer thread is a single thread, a double thread or a double thread or more thread .
所述第二接合件係透過摩擦壓接將第二鋼筋段和第二樞接段接合而成,並於第二鋼筋段和第二樞接段接合處設有第二凸出部,且該第二樞接段上設有第二外螺牙,以及與第二外螺牙螺合的第二固定元件,又該第二外螺牙為單線、雙線或是雙線以上的螺牙。The second engaging member is formed by joining the second reinforcing bar segment and the second pivoting portion by friction welding, and providing a second protruding portion at the joint of the second reinforcing bar segment and the second pivoting portion, and the The second pivoting portion is provided with a second outer thread and a second fixing element screwed to the second outer thread, and the second outer thread is a single thread, a double thread or a double thread or more.
所述樞接組件上設有多個能供第一樞接段和第二樞接段插入的定位孔,以及與定位孔連通並用於容納第一樞接段和第二樞接段的容置空間,該樞接組件係從容置空間將第三固定元件螺合於第一樞接段和第二樞接段上,使第一接合件和第二接合件固定於樞接組件上。The pivoting assembly is provided with a plurality of positioning holes for inserting the first pivoting section and the second pivoting section, and a receiving hole communicating with the positioning hole for receiving the first pivoting section and the second pivoting section. The pivoting assembly screws the third fixing member from the accommodating space to the first pivoting portion and the second pivoting portion to fix the first engaging member and the second engaging member to the pivoting assembly.
綜合上述,本創作可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造優點在於讓施工者能在短時間內完成鋼筋或鋼筋籠或連續壁的續接作業。In summary, the advantage of the positioning joint structure of the reinforced beam column or the steel cage or the continuous wall which can be extended infinitely in this creation is that the constructor can complete the continuous operation of the steel bar or the steel cage or the continuous wall in a short time.
為期許本創作之目的、功效、特徵及結構能夠有更為詳盡之瞭解,茲舉較佳實施例並配合圖式說明如後。For a more detailed understanding of the purpose, function, features and structure of the present invention, the preferred embodiment is described in the accompanying drawings.
首先請同時參閱圖1至圖3,圖1為本創作第一型態示意圖(一),圖2為本創作第一型態剖視示意圖(一),圖3為本創作第一型態分解示意圖(一)。First, please refer to FIG. 1 to FIG. 3 at the same time. FIG. 1 is a schematic diagram of the first type of creation (1), and FIG. 2 is a schematic cross-sectional view of the first type of creation (1), and FIG. 3 is a first type decomposition of the creation. Schematic (a).
本創作係依照接合的方式不同而產生兩種不同的型態,而第一型態的本創作可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造1,係包含有第一接合件11、第二接合件 12以及樞接器13。 The author creates two different types according to the way of joining, and the first type of the original can extend the connected reinforced beam column or the reinforcing cage or the continuous wall positioning joint structure 1, which includes the first type. Engagement member 11, second joint member 12 and the pivoter 13.
所述第一接合件11係透過摩擦壓接將第一鋼筋段 111和第一樞接段112接合而成,並於第一鋼筋段111和第一樞接段112接合處設有第一凸出部113,且該第一樞接段 112上設有第一外螺牙1121以及與第一外螺牙1121螺合的第一固定元件114,另外該第一外螺牙1121採用單線、雙線或是雙線以上的螺牙,而採用雙線或是雙線以上的螺牙能縮短第一樞接段112與其他物件螺合所需要的時間,且該第一外螺牙1121的入口端設有第一外導線牙1122,另外第一外導線牙1122係透過加工削去第一外螺牙1121入口端一段螺牙的大部分牙峰,使第一樞接段112更容易與其他物件螺合。 The first joint member 11 is configured to pass the frictional crimping to the first steel segment The first pivoting portion 113 is disposed at the joint of the first reinforcing steel segment 111 and the first pivoting portion 112, and the first pivoting portion is disposed at the joint of the first reinforcing steel segment 111 and the first pivoting portion 112. The first outer thread 1121 and the first fixing element 114 screwed to the first outer thread 1121 are provided on the 112, and the first outer thread 1121 adopts a single thread, a double thread or a double thread or more. The use of the double-wire or double-threaded screw can shorten the time required for the first pivoting segment 112 to be screwed with other objects, and the first outer thread 1121 has a first outer wire 1122 at the inlet end, and The first outer lead tooth 1122 is processed to cut off most of the peaks of a thread of the thread at the entrance end of the first outer thread 1121, so that the first pivoting section 112 is more easily screwed with other objects.
所述第二接合件12係透過摩擦壓接將第二鋼筋段 121和第二樞接段122接合而成,並於第二鋼筋段121和第二樞接段122接合處設有第二凸出部123,且該第二樞接段 122上設有第二外螺牙1221,另外該第二外螺牙1221採用單線、雙線或是雙線以上的螺牙,而採用雙線或是雙線以上的螺牙能縮短第二樞接段122與其他物件螺合所需要的時間,且該第二外螺牙1221的入口端設有第二外導線牙1222,另外第二外導線牙1222係透過加工削去第二外螺牙1221入口端一段螺牙的大部分牙峰,使第二樞接段122更容易與其他物件螺合,又該第二樞接段122的長度小於第一樞接段112的長度。 The second joint member 12 is connected to the second steel segment by friction welding The second pivoting portion 123 is disposed at the joint of the second steel segment 121 and the second pivoting portion 122, and the second pivoting portion is The second outer thread 1221 is provided on the 122, and the second outer thread 1221 adopts a single thread, a double thread or a double thread or more thread, and the double thread or the double thread thread can shorten the second pivot. The time required for the connecting portion 122 to be screwed with other objects, and the second outer thread 1222 is provided with a second outer lead tooth 1222, and the second outer lead tooth 1222 is cut through the second outer thread. The majority of the peaks of the threaded portion of the 1221 at the entrance end make the second pivoting section 122 easier to screw with other objects, and the length of the second pivoting section 122 is smaller than the length of the first pivoting section 112.
所述樞接器13係具有一貫穿孔131並於貫穿孔 131內設有與第一外螺牙1121和第二外螺牙1221相對應的內螺牙,該樞接器13的兩端分別與第一外螺牙1121和第二外螺牙1221相互螺合,且樞接器13在與第一外螺牙1121螺合的一端和第一固定元件114貼合,而設置第一固定元件114的目的在於將樞接器13鎖緊於第一樞接段112上並消除樞接器13和第一樞接段112之間的空隙。 The pivotal connector 13 has a consistent through hole 131 and is in the through hole The internal thread corresponding to the first outer screw 1121 and the second outer screw 1221 is disposed in the 131, and the two ends of the pivoter 13 are respectively screwed with the first outer screw 1121 and the second outer screw 1221. And the pivoting member 13 is attached to the first fixing member 114 at one end screwed to the first outer thread 1121, and the first fixing member 114 is disposed to lock the pivoting member 13 to the first pivoting connection. The gap between the pivotal member 13 and the first pivotal section 112 is eliminated on the segment 112.
此外,該第一外螺牙1121和第二外螺牙1221又以選用雙線螺牙或雙線以上的多線螺牙為最佳選擇,多線螺牙的運用可提升鎖固作動的效率,以雙線螺牙為例,其是以兩條螺牙開口角度相差180度進行螺牙成型,又三線螺牙則是以三條螺牙開口角度相差120度進行螺牙成型,以此類推可知多線螺牙的開口角度為360度除以螺牙的線數,因此利用多線螺牙進行螺合的優點為鎖固導程大以及旋緊速度快,另外在螺合的速度方面,旋緊雙線螺牙的速度約為單線螺牙的2倍,也就是轉一圈雙線螺牙等同於轉兩圈單線螺牙,而旋緊三線螺牙的速度約為單線螺牙的3倍,也就是轉一圈三線螺牙等同於轉3圈單線螺牙,故多線螺牙之設計可有效的提高鎖固作動的效率。In addition, the first outer thread 1121 and the second outer thread 1221 are preferably selected by using a double thread thread or a multi-line thread of a double thread or more, and the use of the multi-thread thread can improve the efficiency of the locking operation. Taking the double-threaded thread as an example, the screw thread is formed by the difference of the opening angles of the two threaded teeth by 180 degrees, and the three-threaded threading is formed by screwing the angle of the opening angle of the three threaded teeth by 120 degrees, and so on. The opening angle of the multi-thread thread is divided by 360 degrees divided by the number of threads of the thread. Therefore, the advantage of screwing with the multi-thread thread is that the locking lead is large and the tightening speed is fast, and in terms of the speed of the screwing, the rotation is fast. The speed of the tight double thread is about twice that of the single thread, that is, the double thread is equivalent to the two thread single thread, and the speed of the three thread is about 3 times that of the single thread. That is, turning a three-threaded screw is equivalent to turning a three-turn single-threaded screw, so the design of the multi-threaded thread can effectively improve the efficiency of the locking action.
續請參閱圖4A以及圖4B並搭配圖3,圖4A為本創作第一型態示意圖(二),圖4B為本創作第一型態示意圖(二)之樞接器剖視圖。Continuing to refer to FIG. 4A and FIG. 4B and FIG. 3 together, FIG. 4A is a schematic view of the first type of the creation (2), and FIG. 4B is a cross-sectional view of the pivotal connector of the first type diagram (2).
此外,本創作除了如圖3所示在第一外螺牙1121和第二外螺牙1221的入口端設置第一外導線牙1122和第二外導線牙1222之外,也可如圖4A、圖4B所示在樞接器13的內螺牙兩端設置內導線牙132,其設置方式同樣係透過加工削去內螺牙兩端的大部分牙峰,使第一樞接段112和第二樞接段122能更容易的插入樞接器13內,因此為了使第一樞接段112、第二樞接段122和樞接器13能更容易相互螺合,可選擇只在第一外螺牙1121和第二外螺牙1221的入口端設置第一外導線牙1122和第二外導線牙1222,或是只在樞接器13的內螺牙兩端設置內導線牙132,又或是同時在第一外螺牙1121和第二外螺牙1221的入口端以及樞接器13的內螺牙兩端分別設置第一外導線牙1122、第二外導線牙1222和內導線牙132皆能任意選擇。In addition, in addition to the first outer lead teeth 1122 and the second outer lead teeth 1222 at the inlet ends of the first outer thread 1121 and the second outer thread 1221 as shown in FIG. 3, the present invention may also be as shown in FIG. 4A. As shown in FIG. 4B, the inner lead teeth 132 are disposed at the two ends of the inner screw of the pivoting device 13 in the same manner as the majority of the peaks at both ends of the inner thread are cut through the processing, so that the first pivoting section 112 and the second The pivoting section 122 can be inserted into the pivoting device 13 more easily. Therefore, in order to make the first pivoting section 112, the second pivoting section 122 and the pivotal connector 13 more easily screwed together, it can be selected only in the first outer portion. The first outer lead teeth 1122 and the second outer lead teeth 1222 are disposed at the inlet ends of the threaded teeth 1121 and the second outer thread 1221, or the inner lead teeth 132 are disposed only at the inner ends of the inner thread of the pivotal joint 13, or The first outer lead tooth 1122 and the second outer lead tooth 1222 are respectively disposed at the inlet end of the first outer screw 1121 and the second outer screw 1221 and the inner screw ends of the pivoter 13 respectively. The wire 132 tooth Jieneng arbitrarily selected.
續請參閱圖5,圖5為本創作第一型態示意圖(三)。Continue to refer to Figure 5, Figure 5 is a schematic diagram of the first type of creation (3).
另外,本創作的第二樞接段122上還可增設與第二外螺牙1221螺合的第二固定元件124,而使樞接器13與第一樞接段112和第二樞接段122螺合後,兩端分別與第一固定元件114和第二固定元件124貼合,透過鎖緊第一固定元件114和第二固定元件124並貼合於樞接器13的兩端的方式,來消除樞接器13、第一樞接段112以及第二樞接段122之間的空隙。In addition, a second fixing member 124 screwed to the second outer thread 1221 may be added to the second pivoting portion 122 of the present invention, and the pivoting member 13 and the first pivoting portion 112 and the second pivoting portion are added. After being screwed into the 122, the two ends are respectively engaged with the first fixing component 114 and the second fixing component 124, and the first fixing component 114 and the second fixing component 124 are locked and attached to the two ends of the pivoting device 13, The gap between the pivoting member 13, the first pivoting section 112 and the second pivoting section 122 is eliminated.
續請參閱圖6A、圖6B以及圖6C,圖6A為本創作第一型態示意圖(四),圖6B為本創作第一型態示意圖(五),圖6C為本創作第一型態示意圖(六)。Continuing to refer to FIG. 6A, FIG. 6B and FIG. 6C, FIG. 6A is a schematic diagram of the first type of creation (four), FIG. 6B is a schematic diagram of the first type of creation (5), and FIG. 6C is a schematic diagram of the first type of creation. (six).
如圖所示,本創作在此以運用於鋼筋籠與鋼筋籠之間的續接做為說明,而鋼筋籠與鋼筋籠之間續接的方法同樣是透過樞接器13螺合第一樞接段112以及第二樞接段122(如圖5所示),再鎖第一緊固定元件114並貼合於樞接器13來完成鋼筋籠的續接,其中,圖6A和圖6B的差異在於,圖6A的各個樞接器 13是設置在鋼筋籠上的同一平面,而圖6B的各個樞接器13則是交錯設置在鋼筋籠上的不同平面,在樞接上將樞接器13交錯設置的優點在於能避免鋼筋籠受到外力衝擊時,鋼筋籠與鋼筋籠之間的續接處同時斷裂,另外,圖6B和圖6C的差異在於,圖6B所示的鋼筋籠係將第一接合件11的底部彎折成L型來支撐整體重量,而圖6C所示的鋼筋籠係在第一接合件11的底部設有支撐面來支撐整體重量。 As shown in the figure, the creation is described here as a continuation between the reinforcing cage and the reinforcing cage, and the method of continuing the connection between the reinforcing cage and the reinforcing cage is also to screw the first pivot through the pivoting member 13. The connecting portion 112 and the second pivoting portion 122 (shown in FIG. 5), and then locking the first fastening member 114 and attaching to the pivoting member 13 to complete the renewal of the reinforcing cage, wherein, FIG. 6A and FIG. 6B The difference is that the various pivoters of Figure 6A 13 is the same plane disposed on the reinforcing cage, and each of the pivoting members 13 of FIG. 6B is a different plane staggered on the reinforcing cage, and the pivotal arrangement of the pivoting members 13 is advantageous in that the reinforcing cage can be prevented from being subjected to external force. At the time of impact, the splicing between the reinforcing cage and the reinforcing cage is simultaneously broken. In addition, the difference between FIG. 6B and FIG. 6C is that the reinforcing cage shown in FIG. 6B bends the bottom of the first engaging member 11 into an L shape. The overall weight is supported, and the reinforcing cage shown in Fig. 6C is provided with a supporting surface at the bottom of the first engaging member 11 to support the overall weight.
續請參閱圖7A以及圖7B,圖7A為本創作第一型態示意圖(七),圖7B為本創作第一型態示意圖(八)。Continuing to refer to FIG. 7A and FIG. 7B, FIG. 7A is a schematic diagram (7) of the first type of creation, and FIG. 7B is a schematic diagram (8) of the first type of creation.
如圖所示,本創作在此以運用於鋼筋柱和鋼筋梁之間的續接做為說明,鋼筋柱和鋼筋梁之間續接的方法同樣是透過樞接器13螺合第一樞接段112以及第二樞接段122(如圖5所示),再鎖緊第一固定元件114並貼合於樞接器13來完成鋼筋柱和鋼筋梁的續接,其中,圖7A和圖7B的差異在於,圖7A的各個樞接器13是設置在鋼筋梁上的同一平面,且其係將鋼筋柱的底部彎折成L型來支撐整體重量,又該鋼筋梁是以一端彎折成L型來與鋼筋柱連結,而圖7B的各個樞接器13則是交錯設置在鋼筋梁不同的平面上,且其係在鋼筋柱的底部設有支撐面來支撐整體重量,又該鋼筋梁是以一端設有支撐面來與鋼筋柱連結,此外在樞接上將樞接器 13交錯設置的優點在於能避免受到外力衝擊時,鋼筋柱與鋼筋梁之間的續接處同時斷裂。 As shown in the figure, the present invention is described here as a continuation between the reinforcing bar and the reinforcing beam, and the method of continuing the connection between the reinforcing bar and the reinforcing beam is also the first pivoting through the pivoting member 13 The segment 112 and the second pivoting segment 122 (shown in FIG. 5), and then the first fixing member 114 is locked and attached to the pivoting member 13 to complete the splicing of the reinforcing bar and the reinforcing beam, wherein FIG. 7A and FIG. 7B differs in that each of the pivotal members 13 of FIG. 7A is the same plane disposed on the reinforcing beam, and the bottom of the reinforcing bar is bent into an L shape to support the overall weight, and the reinforcing beam is bent at one end. L-shaped to be connected with the steel column, and each of the pivotal members 13 of FIG. 7B is staggered on different planes of the steel beam, and is provided with a support surface at the bottom of the steel column to support the overall weight, and the steel bar The beam is connected to the steel column by providing a supporting surface at one end, and the pivoting device is connected to the pivoting bridge. The advantage of the 13-staggered arrangement is that it can avoid simultaneous breakage of the splicing between the steel column and the steel beam when subjected to an external force.
續請參閱圖8A以及圖8B,圖8A為本創作第一型態示意圖(九),圖8B為本創作第一型態示意圖(十)。Continuing to refer to FIG. 8A and FIG. 8B, FIG. 8A is a schematic diagram (9) of the first type of creation, and FIG. 8B is a schematic diagram (10) of the first type of creation.
如圖所示,本創作在此以運用於連續壁與連續壁之間的續接做為說明,而連續壁與連續壁之間續接的方法同樣是透過樞接器13螺合第一樞接段112以及第二樞接段122,再鎖緊第一固定元件114並貼合於樞接器13來完成連續壁的續接,其中,圖8A和圖8B的差異在於,圖8A的各個樞接器13是設置在連續壁上的同一平面,另外圖8B的各個樞接器13則是交錯設置在連續壁上的不同平面,而將樞接器13交錯設置的優點在於能避免連續壁受到外力衝擊時,連續壁與連續壁之間的續接處同時斷裂。As shown, the present invention is described herein as a continuation between the continuous wall and the continuous wall, and the method of continuing the connection between the continuous wall and the continuous wall is also the first pivoting of the first pivot through the pivoting member 13. The connecting portion 112 and the second pivoting portion 122 relock the first fixing member 114 and conform to the pivoting member 13 to complete the continuous wall. The difference between FIG. 8A and FIG. 8B is that each of FIG. 8A The pivoting members 13 are the same planes disposed on the continuous wall, and the respective pivoting members 13 of FIG. 8B are different planes staggered on the continuous wall, and the staggered arrangement of the pivoting members 13 is advantageous in that continuous walls can be avoided. When subjected to an external force, the continuation between the continuous wall and the continuous wall is simultaneously broken.
有關於本創作第一型態之實施方式及相關可供參考圖式詳述如下所示:The implementation of the first type of this creation and the related reference drawings are as follows:
續請同時參閱圖9以及圖10,圖9為本創作第一型態實施示意圖(一),圖10為本創作第一型態實施示意圖(二)。Please refer to FIG. 9 and FIG. 10 at the same time. FIG. 9 is a schematic diagram of the first type of implementation of the creation (1), and FIG. 10 is a schematic diagram of the first type of implementation of the creation (2).
本創作在進行續接工程時須預先將具有第一接合件 11的鋼筋梁柱或鋼筋籠或連續壁固定置定位,接著取出樞接器 13旋入第一樞接段112並旋入至第一樞接段112底部後,將要用於續接的鋼筋或鋼筋籠或連續壁上的第二樞接段122對準樞接器13後,將樞接器13朝著第二樞接段122的方向旋出,並使樞接器13同時與第一樞接段112和第二樞接段122螺合,最後再透過鎖緊第一固定元件114來消除樞接器13和第一樞接段112以及第二樞接段122之間的空隙,而在螺合的過程中第一樞接段112和第二樞接段122與樞接器13螺合的牙數須相同,否則會使第一接合件11與第二接合件12的抗拉強度不平均,進而對建築結構造成危害。 This creation must have a first joint piece in advance when carrying out the continuation work. 11 reinforced beam or steel cage or continuous wall fixed positioning, then remove the bridge After the first pivoting section 112 is screwed into the bottom of the first pivoting section 112 and screwed into the bottom of the first pivoting section 112, the reinforcing bar or the reinforcing cage to be continued or the second pivoting section 122 on the continuous wall is aligned with the pivoting member 13 Rotating the pivotal member 13 in the direction of the second pivoting section 122, and screwing the pivotal joint 13 to the first pivotal section 112 and the second pivotal section 122 simultaneously, and finally through the locking first The fixing member 114 is used to eliminate the gap between the pivoting member 13 and the first pivoting section 112 and the second pivoting section 122, and the first pivoting section 112 and the second pivoting section 122 are pivoted during the screwing process. The number of teeth to be screwed by the connector 13 must be the same, otherwise the tensile strength of the first engaging member 11 and the second engaging member 12 will be uneven, which may cause damage to the building structure.
續請同時參閱圖11以及圖12,圖11為本創作第二型態示意圖(一),圖12為本創作第二型態分解示意圖。Please refer to FIG. 11 and FIG. 12 at the same time. FIG. 11 is a schematic diagram (1) of the second type of creation, and FIG. 12 is a schematic exploded view of the second type of the creation.
第二型態的本創作可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造1,係包含有第一接合件11、第二接合件12以及樞接組件14。The second type of the present invention can extend the joined reinforcing beam column or the reinforcing cage or the continuous wall positioning engagement structure 1 including the first engaging member 11, the second engaging member 12 and the pivoting assembly 14.
所述第一接合件11係透過摩擦壓接將第一鋼筋段 111和第一樞接段112接合而成,並於第一鋼筋段111和第一樞接段112接合處設有第一凸出部113,且該第一樞接段 112上設有第一外螺牙1121、與第一外螺牙1121相互螺合的第一固定元件114以及墊片2,另外該第一外螺牙1121採用單線、雙線或是雙線以上的螺牙,藉此來縮短第一樞接段112與其他物件螺合所需要的時間。 The first joint member 11 is configured to pass the frictional crimping to the first steel segment The first pivoting portion 113 is disposed at the joint of the first reinforcing steel segment 111 and the first pivoting portion 112, and the first pivoting portion is disposed at the joint of the first reinforcing steel segment 111 and the first pivoting portion 112. The first outer thread 1121 and the first outer thread 1121 are screwed together with the first fixing element 114 and the spacer 2, and the first outer thread 1121 is single line, double line or double line or more. The thread thereby shortens the time required for the first pivoting section 112 to be screwed with other objects.
所述第二接合件12係透過摩擦壓接將第二鋼筋段 121和第二樞接段122接合而成,並於第二鋼筋段121和第二樞接段122接合處設有第二凸出部123,且該第二樞接段 122上設有第二外螺牙1221、與第二外螺牙1221相互螺合的第二固定元件124以及墊片2,另外該第二外螺牙1221採用單線、雙線或是雙線以上的螺牙,而採用雙線或是雙線以上的螺牙能縮短第二樞接段122與其他物件螺合所需要的時間。 The second joint member 12 is connected to the second steel segment by friction welding The second pivoting portion 123 is disposed at the joint of the second steel segment 121 and the second pivoting portion 122, and the second pivoting portion is 122 is provided with a second outer thread 1221, a second fixing element 124 and a spacer 2 which are screwed together with the second outer thread 1221. The second outer thread 1221 is a single wire, a double wire or a double wire or more. The thread of the double thread or the double thread or more can shorten the time required for the second pivoting section 122 to be screwed with other objects.
所述樞接組件14上設有多個能供第一樞接段112和第二樞接段122插入的定位孔141,以及與定位孔141連通並用於容納第一樞接段112和第二樞接段122的容置空間142,該樞接組件14係從容置空間142將第三固定元件 143螺合於第一樞接段112和第二樞接段122上,使第一接合件11和第二接合件12固定於樞接組件14。 The pivoting assembly 14 is provided with a plurality of positioning holes 141 for inserting the first pivoting section 112 and the second pivoting section 122, and communicating with the positioning hole 141 for receiving the first pivoting section 112 and the second The accommodating space 142 of the pivoting section 122, the pivoting component 14 is a third fixing component from the accommodating space 142 143 is screwed onto the first pivoting section 112 and the second pivoting section 122 to fix the first engaging member 11 and the second engaging member 12 to the pivoting assembly 14 .
續請參閱圖13並搭配圖12,圖13為本創作第二型態示意圖(二)。Please refer to FIG. 13 and FIG. 12 together. FIG. 13 is a schematic diagram (2) of the second type of creation.
如圖所示,本創作在此以運用於鋼筋籠與鋼筋籠之間的續接做為說明,而鋼筋籠與鋼筋籠之間續接的方法同樣是透過將第一樞接段112以及第二樞接段122插入樞接組件14的定位孔141內,再藉由第三固定元件143與第一樞接段112和第二樞接段122的相互螺合,並同時旋緊第一固定元件114和第二固定元件124,使第一接合件11、第二接合件12與樞接組件14結合來完成鋼筋籠的續接。As shown in the figure, the creation is described here as a continuation between the reinforcing cage and the reinforcing cage, and the method of continuing the connection between the reinforcing cage and the reinforcing cage is also through the first pivoting section 112 and the The two pivoting sections 122 are inserted into the positioning holes 141 of the pivoting assembly 14 and are screwed together with the first pivoting section 112 and the second pivoting section 122 by the third fixing component 143, and simultaneously tighten the first fixing. The element 114 and the second fixing element 124 combine the first engaging member 11 and the second engaging member 12 with the pivoting assembly 14 to complete the renewal of the reinforcing cage.
續請參閱圖14A以及圖14B並搭配圖12,圖14A本創作第二型態示意圖(三),圖14B本創作第二型態示意圖(四)。Continuing to refer to FIG. 14A and FIG. 14B and FIG. 12 together, FIG. 14A is a schematic diagram of the second type of the creation (3), and FIG. 14B is a schematic diagram of the second type of the creation (4).
如圖所示,本創作在此以運用於連續壁與連續壁之間的續接做為說明,而連續壁與連續壁之間續接的方法同樣是透過將第一樞接段112以及第二樞接段122插入樞接組件14的定位孔141內,再藉由第三固定元件143與第一樞接段112和第二樞接段122的相互螺合,並同時旋緊第一固定元件114和第二固定元件124,使第一接合件11、第二接合件12與樞接組件14結合來完成連續壁的續接,其中,圖14A與圖14B的差異在於,圖14A的樞接組件14是設置在連續壁上的同一平面,而圖14B的各個樞接組件14是交錯設置在連續壁上不同的平面,而將樞接組件14交錯設置的優點在於能避免連續壁受到外力衝擊時,連續壁與連續壁之間的續接處同時斷裂。As shown, the present invention is described herein as a continuation between the continuous wall and the continuous wall, and the method of continuing the connection between the continuous wall and the continuous wall is also through the first pivoting section 112 and the The two pivoting sections 122 are inserted into the positioning holes 141 of the pivoting assembly 14 and are screwed together with the first pivoting section 112 and the second pivoting section 122 by the third fixing component 143, and simultaneously tighten the first fixing. The element 114 and the second fixing element 124 combine the first engaging member 11 and the second engaging member 12 with the pivoting assembly 14 to complete the continuous wall. The difference between FIG. 14A and FIG. 14B lies in the pivot of FIG. 14A. The connecting assembly 14 is the same plane disposed on the continuous wall, and the pivoting assemblies 14 of FIG. 14B are staggered on different planes on the continuous wall, and the staggered arrangement of the pivoting assemblies 14 is advantageous in that the continuous wall is protected from external forces. At the time of impact, the continuation between the continuous wall and the continuous wall simultaneously breaks.
有關於本創作第二型態之實施方式及相關可供參考圖式詳述如下所示:The implementation of the second type of this creation and related reference drawings are as follows:
續請同時參閱圖15至圖18,圖15為本創作第二型態示實施意圖(一),圖16為本創作第二型態示實施意圖(二),圖17為本創作第二型態示實施意圖(三),圖18為本創作第二型態示實施意圖(四)。Please refer to FIG. 15 to FIG. 18 at the same time. FIG. 15 is a second embodiment of the creation (1), FIG. 16 is a second embodiment of the creation (II), and FIG. 17 is a second type of creation. The implementation intention (3) is shown in Figure 2, and Figure 18 is the second implementation of the creation (4).
本創作在進行續接工程時須預先將具有第一接合件 11的鋼筋或鋼筋籠或連續壁固定至定位,接著將第一固定元件 114和墊片2設置在第一樞接段112上,之後取出樞接組件 14並將定位孔141對準第一樞接段112後將樞接組件14插入第一接合件11,接續將第三固定元件143以及墊片2裝設於第一樞接段112,再分別旋緊第一固定元件114和第三固定元件143,並使第一接合件11與樞接組件14結合,另外要是在螺合的過程中使用到兩個以上的第三固定元件143,則每個第三固定元件143所鎖設的扭力值必須相同,若各個第三固定元件143鎖設的扭力值皆不相同,當建築結構受到巨大外力衝擊時,會優先將外力傳送給扭力值最低的第三固定元件143,當扭力值最低的第三固定元件143負荷不了外力時便會斷裂,進而使其他第三固定元件143的負荷增加,當其他第三固定元件143所承受的扭力也超過上限後便會跟著斷裂,對整體建築的安全結構造成危害。 This creation must have a first joint piece in advance when carrying out the continuation work. 11 steel bars or reinforcing cages or continuous walls fixed to the position, then the first fixing element 114 and the spacer 2 are disposed on the first pivoting section 112, and then the pivoting component is taken out After the positioning hole 141 is aligned with the first pivoting portion 112, the pivoting assembly 14 is inserted into the first engaging member 11, and the third fixing member 143 and the spacer 2 are attached to the first pivoting portion 112, respectively. The first fixing member 114 and the third fixing member 143 are screwed, and the first engaging member 11 is coupled with the pivoting assembly 14, and if two or more third fixing members 143 are used in the screwing process, each The torque values of the third fixing elements 143 must be the same. If the torque values of the third fixing elements 143 are different, when the building structure is subjected to a large external force, the external force will be preferentially transmitted to the lowest torque. The third fixing member 143 breaks when the third fixing member 143 having the lowest torque value can not be loaded, thereby increasing the load of the other third fixing member 143, and the torque of the other third fixing member 143 exceeds the upper limit. After that, it will follow the break and cause damage to the safety structure of the whole building.
接著,將第二固定元件124和墊片2設置於第二樞接段122後,再把第二接合件12對準定位孔141(如圖15所示)後插入,並在第二接合件12插入後再將第三固定元件143和墊片2設置於第二樞接段122上,接著再分別鎖緊第二固定元件124和第三固定元件143,使第二接合件12與樞接組件14接合後即完成鋼筋或鋼筋籠或連續壁的續接,另外若螺合的過程中使用到兩個以上的第三固定元件143,則每個第三固定元件143所鎖設的扭力值也必須相同。Next, after the second fixing member 124 and the spacer 2 are disposed on the second pivoting portion 122, the second engaging member 12 is aligned with the positioning hole 141 (shown in FIG. 15), and then inserted in the second engaging member. After the insertion 12, the third fixing component 143 and the spacer 2 are disposed on the second pivoting section 122, and then the second fixing component 124 and the third fixing component 143 are respectively locked, so that the second engaging component 12 is pivotally connected. After the assembly 14 is engaged, the reinforcement or the reinforcing cage or the continuous wall is completed. In addition, if more than two third fixing members 143 are used in the screwing process, the torque value of each third fixing member 143 is locked. Must also be the same.
綜合上述,本創作可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造的優點在於讓施工者能在短時間內完成鋼筋或鋼筋籠或連續壁的續接作業。In summary, the advantage of the positional joint structure of the reinforced beam column or the steel cage or the continuous wall in which the creation can be infinitely extended is that the constructor can complete the continuous operation of the steel bar or the steel cage or the continuous wall in a short time.
故,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。Therefore, this creation has excellent progress and practicality in similar products. At the same time, after checking the technical literature on such structures at home and abroad, it has not been found that the same or similar structure exists before the application of this case, so this case It should meet the patent requirements of "creative", "combined with industrial use" and "progressive", and apply in accordance with the law.
唯,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-mentioned preferred embodiments of the present invention are intended to be included in the scope of the present invention.
1‧‧‧可無限延伸連結的鋼筋梁柱或鋼筋籠或連續壁之定位接合構造 11‧‧‧第一接合件 111‧‧‧第一鋼筋段 112‧‧‧第一樞接段 1121‧‧‧第一外螺牙 1122‧‧‧第一外導線牙 113‧‧‧第一凸出部 114‧‧‧第一固定元件 12‧‧‧第二接合件 121‧‧‧第二鋼筋段 122‧‧‧第二樞接段 1221‧‧‧第二外螺牙 1222‧‧‧第二外導線牙 123‧‧‧第二凸出部 124‧‧‧第二固定元件 13‧‧‧樞接器 131‧‧‧貫穿孔 132‧‧‧內導線牙 14‧‧‧樞接組件 141‧‧‧定位孔 142‧‧‧容置空間 143‧‧‧第三固定元件 2‧‧‧墊片 1‧‧‧ Positioning joint structure of reinforced beam columns or steel cages or continuous walls with infinitely extended connections 11‧‧‧First joint 111‧‧‧First steel section 112‧‧‧First pivotal section 1121‧‧‧ first external thread 1122‧‧‧First outer wire teeth 113‧‧‧First bulge 114‧‧‧First fixation element 12‧‧‧Second joint parts 121‧‧‧Second section 122‧‧‧Second pivotal section 1221‧‧‧Second external thread 1222‧‧‧Second outer lead teeth 123‧‧‧second bulge 124‧‧‧Second fixation element 13‧‧‧Bridge 131‧‧‧through holes 132‧‧‧ inner wire teeth 14‧‧‧ pivot assembly 141‧‧‧Positioning holes 142‧‧‧ accommodating space 143‧‧‧3rd fixing element 2‧‧‧shims
圖1:本創作第一型態示意圖(一); 圖2:本創作第一型態剖視示意圖(一); 圖3:本創作第一型態分解示意圖(一); 圖4A:本創作第一型態示意圖(二); 圖4B:本創作第一型態示意圖(二)之樞接器剖視圖; 圖5:本創作第一型態示意圖(三); 圖6A:本創作第一型態示意圖(四); 圖6B:本創作第一型態示意圖(五); 圖6C:本創作第一型態示意圖(六); 圖7A:本創作第一型態示意圖(七); 圖7B:本創作第一型態示意圖(八); 圖8A:本創作第一型態示意圖(九); 圖8B:本創作第一型態示意圖(十); 圖9:本創作第一型態實施示意圖(一); 圖10:本創作第一型態實施示意圖(二); 圖11:本創作第二型態示意圖(一); 圖12:本創作第二型態分解示意圖; 圖13:本創作第二型態示意圖(二); 圖14A:本創作第二型態示意圖(三); 圖14B:本創作第二型態示意圖(四); 圖15:本創作第二型態實施示意圖(一); 圖16:本創作第二型態實施示意圖(二); 圖17:本創作第二型態實施示意圖(三); 圖18:本創作第二型態實施示意圖(四)。 Figure 1: Schematic diagram of the first type of the creation (1); Figure 2: Schematic diagram of the first type of the creation (1); Figure 3: Schematic diagram of the first type of decomposition of this creation (1); Figure 4A: Schematic diagram of the first type of the creation (2); Figure 4B is a cross-sectional view of the pivoter of the first type diagram (2) of the present creation; Figure 5: Schematic diagram of the first type of the creation (3); Figure 6A: Schematic diagram of the first type of the creation (four); Figure 6B: Schematic diagram of the first type of the creation (5); Figure 6C: Schematic diagram of the first type of the creation (six); Figure 7A: Schematic diagram of the first type of the creation (seven); Figure 7B: Schematic diagram of the first type of the creation (eight); Figure 8A: Schematic diagram of the first type of the creation (9); Figure 8B: Schematic diagram of the first type of the creation (10); Figure 9: Schematic diagram of the first type of implementation of this creation (1); Figure 10: Schematic diagram of the first type of implementation of this creation (2); Figure 11: Schematic diagram of the second type of the creation (1); Figure 12: Schematic diagram of the second type of decomposition of the present creation; Figure 13: Schematic diagram of the second type of the creation (2); Figure 14A: Schematic diagram of the second type of the creation (3); Figure 14B: Schematic diagram of the second type of the creation (four); Figure 15: Schematic diagram of the second type of implementation of this creation (1); Figure 16: Schematic diagram of the second type of implementation of this creation (2); Figure 17: Schematic diagram of the second type of implementation of this creation (3); Figure 18: Schematic diagram of the second type of implementation of this creation (4).
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Cited By (1)
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TWI720417B (en) * | 2019-01-28 | 2021-03-01 | 大陸商巴拿那節能科技(廈門)有限公司 | Positioning joint structure of steel beam column or steel cage or diaphragm wall having infinitely extending connection |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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TWI720417B (en) * | 2019-01-28 | 2021-03-01 | 大陸商巴拿那節能科技(廈門)有限公司 | Positioning joint structure of steel beam column or steel cage or diaphragm wall having infinitely extending connection |
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