[go: up one dir, main page]

TWI852359B - Box-type beam-column sealing plate assembly and construction method thereof - Google Patents

Box-type beam-column sealing plate assembly and construction method thereof Download PDF

Info

Publication number
TWI852359B
TWI852359B TW112106368A TW112106368A TWI852359B TW I852359 B TWI852359 B TW I852359B TW 112106368 A TW112106368 A TW 112106368A TW 112106368 A TW112106368 A TW 112106368A TW I852359 B TWI852359 B TW I852359B
Authority
TW
Taiwan
Prior art keywords
plate
box
pivot
hole
sealing plate
Prior art date
Application number
TW112106368A
Other languages
Chinese (zh)
Other versions
TW202449275A (en
Inventor
鄧家祥
Original Assignee
鄧家祥
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 鄧家祥 filed Critical 鄧家祥
Priority to TW112106368A priority Critical patent/TWI852359B/en
Application granted granted Critical
Publication of TWI852359B publication Critical patent/TWI852359B/en
Publication of TW202449275A publication Critical patent/TW202449275A/en

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本發明係一種箱型樑柱封板組件及其施工方法,樑柱封板組件用以設置於一工字樑,工字樑具有一上板、一下板及一直板,箱型樑柱封板組件包含複數樞轉座,每一樞轉座貫穿有一樞轉孔,各樞轉座固設於直板相對的二側面;複數封板,每一封板包含一板體及複數連接座,每一連接座貫穿有一連接孔,各連接座設置於板體的一側面;複數樞軸,穿設於連接孔及樞轉孔將各封板樞設於直板;封板經由樞轉後可直接與上板及下板的側邊齊平蓋設,故施工者可直接於高空對封板進行焊接動作以提升焊接品質,避免將封板由地面移至高處進行焊接所產生的危險性,且可增進作業效率。 The present invention is a box-type beam plate assembly and a construction method thereof. The beam plate assembly is used to be arranged on an I-beam. The I-beam has an upper plate, a lower plate and a straight plate. The box-type beam plate assembly includes a plurality of pivot seats, each pivot seat is penetrated by a pivot hole, and each pivot seat is fixed on two opposite side surfaces of the straight plate; a plurality of plate closures, each plate closure includes a plate body and a plurality of connecting seats, each connecting seat is penetrated by a pivot hole, and each connecting ... A connection hole, each connection seat is set on one side of the plate body; multiple pivots are passed through the connection hole and the pivot hole to pivot each sealing plate on the straight plate; after pivoting, the sealing plate can be directly installed flush with the side edges of the upper plate and the lower plate, so the construction worker can directly weld the sealing plate at high altitude to improve the welding quality, avoid the danger of moving the sealing plate from the ground to a high place for welding, and improve the work efficiency.

Description

箱型樑柱封板組件及其施工方法 Box-type beam-column sealing plate assembly and its construction method

本發明係涉及一種箱型樑柱封板組件及其施工方法,尤指土木及大樓鋼構建築施工範疇之箱型樑柱封板組件。 The present invention relates to a box-type beam-column cover plate assembly and its construction method, especially to a box-type beam-column cover plate assembly in the fields of civil engineering and building steel structure construction.

請參閱圖10至圖13所示,現今大樓鋼構建築施工中,包含了鋼構的箱型柱111與箱型樑110,其中箱型樑110即為經由蓋設封板112後的工字樑,箱型柱111的一側面具有一接頭114,箱型樑110通常會空出一段尚未蓋設封板112的區域,藉由安裝螺栓113穿設鎖固接頭114及箱型樑110連接後,於兩側箱型樑110的位置蓋設封板112再進行全面焊接,完成鋼構箱型柱111與箱型樑110之結合。 Please refer to Figures 10 to 13. Today's steel structure construction includes steel box columns 111 and box beams 110. The box beam 110 is an I-beam covered with a cover plate 112. One side of the box column 111 has a joint 114. The box beam 110 usually leaves a section of the area not covered with the cover plate 112. After installing bolts 113, the locking joint 114 and the box beam 110 are connected, and the cover plates 112 are covered at the positions of the box beams 110 on both sides and then fully welded to complete the combination of the steel box column 111 and the box beam 110.

請參閱圖13所示,而為了便於焊接封板112,目前的技術是利用現有的活頁鐵件310,其一端固定於箱型樑110,另一端固定於封板112,將封板112樞接於箱型樑110的連接處,以便於掀開封板112進行連接動作,再蓋上封板112進行焊接,但因為活頁鐵件310設置的位置位於封板112的焊接路徑,故在焊接的過程中,必須以機械工具協助移除,封板112始得完整焊接,此舉除了增加在高處施工的危險性外,還需額外增設安全措施,故會造成諸多的不便。 Please refer to FIG. 13 . In order to facilitate welding of the sealing plate 112, the current technology is to use the existing loose-leaf iron piece 310, one end of which is fixed to the box beam 110 and the other end is fixed to the sealing plate 112. The sealing plate 112 is hinged to the connection of the box beam 110, so that the sealing plate 112 can be opened for connection, and then the sealing plate 112 is covered for welding. However, because the loose-leaf iron piece 310 is located in the welding path of the sealing plate 112, it must be removed with the assistance of mechanical tools during the welding process, so that the sealing plate 112 can be completely welded. In addition to increasing the danger of construction at high places, this also requires additional safety measures, which will cause many inconveniences.

反之,若不使用活頁鐵件310,封板112還需由地面移至連接處,再藉由他人協助定位,如此將會增加現場工作人員及工具使用之危險,費 時費料又需額外再增加安全措施,故針對前述之缺點,實有待加以改良之必要。 On the contrary, if the hinged iron 310 is not used, the cover plate 112 needs to be moved from the ground to the connection point and then positioned with the help of others. This will increase the danger of on-site workers and tool use, and is time-consuming and material-intensive, and requires additional safety measures. Therefore, it is necessary to improve the above-mentioned shortcomings.

有鑒於現有技術的缺點及不足,本發明提供一種箱型樑柱封板組件及其施工方法,其藉由於工字樑的直板設置樞轉座,達到將封板樞接於工字樑且各樞接元件不外露之目的。 In view of the shortcomings and deficiencies of the existing technology, the present invention provides a box-type beam column cover plate assembly and its construction method, which achieves the purpose of hingedly connecting the cover plate to the I-beam by setting a hinge seat on the straight plate of the I-beam and each hinge component is not exposed.

為達上述之創作目的,本發明所採用的技術手段為設計一種箱型樑柱封板組件,其用以設置於一工字樑,該工字樑具有一上板、一下板及一直板,該直板的二側分別連接於該上板及該下板,該直板鄰近於其中一端部的位置貫穿有複數固定孔,該箱型樑柱封板組件包含:複數樞轉座,每一該樞轉座貫穿有一樞轉孔,各該樞轉座用以固設於該直板相對的二側面且鄰近於該直板的其中一端;複數封板,每一該封板包含一板體及複數連接座,每一該連接座貫穿有一連接孔,各該連接座設置於該板體的一側面;複數樞軸,各該封板藉由各該樞軸穿設於該連接孔及該樞轉孔,將各該封板樞設於該直板,且該封板位於該上板及該下板之間。 In order to achieve the above-mentioned creative purpose, the technical means adopted by the present invention is to design a box-type beam column sealing plate assembly, which is used to be set on an I-beam, the I-beam has an upper plate, a lower plate and a straight plate, the two sides of the straight plate are respectively connected to the upper plate and the lower plate, and the position of the straight plate near one end thereof is penetrated by a plurality of fixing holes. The box-type beam column sealing plate assembly includes: a plurality of pivot seats, each of which is penetrated by a pivot hole, each of which is The pivot seat is used to be fixed on the two opposite sides of the straight plate and adjacent to one end of the straight plate; a plurality of sealing plates, each of which includes a plate body and a plurality of connecting seats, each of which has a connecting hole passing through it, and each of which is arranged on one side of the plate body; a plurality of pivots, each of which is pivoted on the straight plate by passing through the connecting hole and the pivot hole, and the sealing plate is located between the upper plate and the lower plate.

為達上述之創作目的,本發明進一步提供一種箱型樑柱封板組件的施工方法,其包含以下步驟:a.於工字樑無設置封板的位置且位於於上板及下板之間的工字樑的二側連接設置有板材,而相對於欲設置封板的位置於直板上焊接樞轉座;b.於封板焊接連接座,並藉由樞軸穿設於連接座的連接孔及樞轉座的樞轉孔,將封板樞設於直板; c.與箱型柱連接時,將工字樑的各封板向外旋轉呈開啟狀態,移動工字樑以各固定孔對齊於箱型柱的各固接孔,並利用複數螺栓鎖固,使得工字樑垂直於箱型柱連接;d.將各封板旋轉至抵靠於止擋件形成封閉狀態,再利用焊接技術將封板與工字樑連接固定,使得工字樑形成箱型樑結構。 In order to achieve the above-mentioned creative purpose, the present invention further provides a construction method of a box-type beam column cover plate assembly, which includes the following steps: a. Plates are connected and arranged at the positions where the I-beam is not provided with a cover plate and at the two sides of the I-beam located between the upper plate and the lower plate, and a pivot seat is welded on the straight plate relative to the position where the cover plate is to be provided; b. A connecting seat is welded on the cover plate, and a connecting hole of the connecting seat and a pivot hole of the pivot seat are penetrated through the pivot axis, Install the sealing plate on the straight plate; c. When connecting with the box column, rotate the sealing plates of the I-beam outward to open, move the I-beam to align the fixing holes with the fixing holes of the box column, and use multiple bolts to lock, so that the I-beam is connected perpendicular to the box column; d. Rotate each sealing plate to abut against the stopper to form a closed state, and then use welding technology to connect and fix the sealing plate and the I-beam, so that the I-beam forms a box beam structure.

進一步而言,所述之箱型樑柱封板組件,其進一步包含複數止擋件,各該止擋件用以固設於該下板及/或上板鄰近於該直板的一側面,且各該止擋件位於該直板的二側,該封板可選擇性的抵靠或分離位於該側的至少一該止擋件。 Furthermore, the box-type beam cover assembly further comprises a plurality of stoppers, each of which is fixed to a side surface of the lower plate and/or upper plate adjacent to the straight plate, and each of which is located on two sides of the straight plate, and the cover can selectively abut against or separate from at least one of the stoppers located on the side.

進一步而言,所述之箱型樑柱封板組件,其中每一該封板進一步形成有一鎖孔,該鎖孔的位置對應於其中一該固定孔的位置,一鎖固件穿設於該鎖孔鎖固於固定孔。 Furthermore, in the box-type beam cover assembly, each of the cover plates is further formed with a lock hole, the position of the lock hole corresponds to the position of one of the fixing holes, and a locking piece is passed through the lock hole and locked to the fixing hole.

進一步而言,所述之箱型樑柱封板組件之施工方法,其中於步驟d進一步包含利用一鎖固件穿設於鎖孔鎖固於固定孔,將封板固定防止其轉動。 Furthermore, the construction method of the box-type beam column cover plate assembly further includes, in step d, using a locking piece to penetrate the lock hole and lock it in the fixing hole to fix the cover plate to prevent it from rotating.

本發明的優點在於,由於封板經由樞轉後可直接與上板及下板的側邊齊平蓋設,樞接相關的元件蓋設於封板內不外露,故施工者可直接於高空對封板進行完整的焊接動作以提升焊接的均勻性及品質,降低將封板由地面移至高處進行焊接所產生的危險性,且相較於額外增設活頁鐵件的方式,可免去移除活頁鐵件之動作,增進作業效率,換言之,封板之樞接作業可於地面完成,於高空中僅需進行焊接動作,以降低作業流程及提升安全性。 The advantage of the present invention is that, since the cover plate can be directly installed flush with the sides of the upper plate and the lower plate after pivoting, and the hinge-related components are installed inside the cover plate and are not exposed, the construction worker can directly perform a complete welding operation on the cover plate at high altitude to improve the uniformity and quality of welding, reduce the danger of moving the cover plate from the ground to a high altitude for welding, and compared with the method of adding additional loose-leaf iron parts, the action of removing the loose-leaf iron parts can be avoided, thereby improving the work efficiency. In other words, the hinge operation of the cover plate can be completed on the ground, and only the welding operation needs to be performed at high altitude, thereby reducing the work process and improving safety.

110:箱型樑 110: Box beam

111:箱型柱 111: Box column

112:封板 112: Close the board

113:螺栓 113: Bolts

114:接頭 114:Connection

115:固接孔 115: Fixing hole

200:工字樑 200: I-beam

210:上板 210: Go up

211:下板 211: Lower the board

212:直板 212: Straight board

213:固定孔 213:Fixing hole

310:活頁鐵件 310: loose-leaf iron parts

400:樞轉座 400: Cardinal transposition

410:樞轉孔 410: Pivot hole

500:封板 500: Close the board

510:板體 510: Board

511:鎖孔 511: Keyhole

520:連接座 520: Connector

521:連接孔 521:Connection hole

600:樞軸 600: pivot

700:止擋件 700: Stopper

800:鎖固件 800: Lock firmware

圖1為本發明與箱型柱之局部組合示意圖。 Figure 1 is a schematic diagram of the partial combination of the present invention and the box column.

圖2為本發明與箱型柱之組合側視示意圖。 Figure 2 is a schematic side view of the combination of the present invention and the box column.

圖3為本發明之端面圖。 Figure 3 is an end view of the present invention.

圖4為本發明之各樞轉件相對位置示意圖。 Figure 4 is a schematic diagram showing the relative positions of the pivoting parts of the present invention.

圖5為本發明之連接座側視圖。 Figure 5 is a side view of the connection seat of the present invention.

圖6為本發明之樞轉座側視圖。 Figure 6 is a side view of the pivot seat of the present invention.

圖7~9為本發明之實施示意圖。 Figures 7 to 9 are schematic diagrams of the implementation of the present invention.

圖10~13為現有技術示意圖。 Figures 10 to 13 are schematic diagrams of existing technologies.

以下配合圖式以及本發明之較佳實施例,進一步闡述本發明為達成預定創作目的所採取的技術手段。 The following is a diagram and a preferred embodiment of the present invention to further explain the technical means adopted by the present invention to achieve the intended creative purpose.

請參閱圖1及圖2所示,本發明之箱型樑柱封板組件,其用以設置於一工字樑200,工字樑200具有一上板210、一下板211及一直板212,直板212的二側分別連接於上板210及下板211,使其端面呈工字形狀,直板212鄰近於其中一端部的位置貫穿有複數固定孔213,箱型樑柱封板組件包含複數樞轉座400、複數封板500、複數樞軸600及複數止擋件700。 Please refer to Figures 1 and 2. The box-type beam plate assembly of the present invention is used to be installed on an I-beam 200. The I-beam 200 has an upper plate 210, a lower plate 211 and a straight plate 212. The two sides of the straight plate 212 are respectively connected to the upper plate 210 and the lower plate 211, so that the end surface thereof is in an I-shape. A plurality of fixing holes 213 are penetrated at a position adjacent to one end of the straight plate 212. The box-type beam plate assembly includes a plurality of pivot seats 400, a plurality of plate closures 500, a plurality of pivot shafts 600 and a plurality of stoppers 700.

請參閱圖1至圖6所示,每一樞轉座400貫穿有一樞轉孔410,各樞轉座400固設於直板212相對的二側面且鄰近於直板212的其中一端,各樞轉座400呈間隔排列。 Please refer to Figures 1 to 6. Each pivot seat 400 is penetrated by a pivot hole 410. Each pivot seat 400 is fixed on two opposite side surfaces of the straight plate 212 and adjacent to one end of the straight plate 212. Each pivot seat 400 is arranged at intervals.

每一封板500包含一板體510及複數連接座520,板體510貫穿有一鎖孔511,每一連接座520貫穿有一連接孔521,各連接座520設置於板體510的一側面且間隔排列,但不以此為限,亦可不形成鎖孔511。 Each sealing plate 500 includes a plate body 510 and a plurality of connecting seats 520. The plate body 510 is penetrated by a lock hole 511. Each connecting seat 520 is penetrated by a connecting hole 521. Each connecting seat 520 is arranged on a side surface of the plate body 510 and arranged at intervals, but this is not limited to this. The lock hole 511 may also not be formed.

每一封板500藉由各樞軸600分別穿設於連接孔521及樞轉孔410,將封板500樞設於直板212,且各封板500可相對於工字樑200樞轉,封板500位於上板210及下板211之間且鄰近於上板210及下板211的側邊 Each sealing plate 500 is pivoted on the straight plate 212 by each pivot 600 passing through the connecting hole 521 and the pivot hole 410, and each sealing plate 500 can pivot relative to the I-beam 200. The sealing plate 500 is located between the upper plate 210 and the lower plate 211 and is adjacent to the side of the upper plate 210 and the lower plate 211.

各止擋件700固設於下板211及/或上板210鄰近於直板212的一側面,且位於直板212的二側,封板500可選擇性的抵靠或分離位於該側的止擋件700,但不以此為限,亦可不設置止擋件700。 Each stopper 700 is fixedly mounted on a side of the lower plate 211 and/or the upper plate 210 adjacent to the straight plate 212 and is located on both sides of the straight plate 212. The sealing plate 500 can selectively abut against or separate from the stopper 700 located on the side, but is not limited thereto, and the stopper 700 may not be provided.

本發明施工時,請參閱圖7至圖9所示,以工字樑200的一端連接於一箱型柱111為例說明,箱型柱111為垂直設置之矩形柱狀體,其一側面凸設有一接頭114,接頭114為一片體且貫穿有複數固接孔115,各固接孔115的位置對應於各固定孔213的位置。 When constructing the present invention, please refer to Figures 7 to 9, where one end of an I-beam 200 is connected to a box-type column 111 as an example. The box-type column 111 is a vertically arranged rectangular column, and a connector 114 is convexly provided on one side thereof. The connector 114 is a single piece and has a plurality of fixing holes 115 passing through it. The position of each fixing hole 115 corresponds to the position of each fixing hole 213.

本發明之施作方法包含以下步驟: The method of the present invention comprises the following steps:

a.於工字樑200無設置封板500的位置先以其他板材進行焊接連接上板210及下板211,封住工字樑200的二側,而欲設置封板500的位置於直板212上焊接樞轉座400。 a. At the position where the sealing plate 500 is not set on the I-beam 200, first use other plates to weld and connect the upper plate 210 and the lower plate 211 to seal the two sides of the I-beam 200, and weld the pivot seat 400 on the straight plate 212 at the position where the sealing plate 500 is to be set.

b.封板500焊接連接座520,並藉由樞軸600穿設於連接座520的連接孔521及樞轉座400的樞轉孔410,將封板500樞設於直板212。 b. The sealing plate 500 is welded to the connecting seat 520, and the sealing plate 500 is pivoted on the straight plate 212 by the pivot 600 passing through the connecting hole 521 of the connecting seat 520 and the pivot hole 410 of the pivot seat 400.

c.與箱型柱111連接時,將各封板500向外旋轉呈開啟狀態,移動工字樑200以各固定孔213對齊於箱型柱111的各固接孔115,並利用複數螺栓(圖式中未示)鎖固,使得工字樑200垂直於箱型柱111連接。 c. When connecting to the box column 111, rotate each cover plate 500 outward to be in an open state, move the I-beam 200 so that each fixing hole 213 is aligned with each fixing hole 115 of the box column 111, and use multiple bolts (not shown in the figure) to lock it so that the I-beam 200 is connected perpendicular to the box column 111.

d.將各封板500旋轉至抵靠於止擋件700形成封閉狀態,利用一鎖固件800穿設於鎖孔511鎖固於固定孔213,將封板500固定防止其轉動,再利用焊接技術將封板500與工字樑200連接固定,使得工字樑200形成箱型樑結構,但不以前述為限,亦可不形成鎖孔511及不利用鎖固件800固定封板500。 d. Rotate each sealing plate 500 until it abuts against the stopper 700 to form a closed state, and use a locking piece 800 to penetrate the locking hole 511 and lock it to the fixing hole 213 to fix the sealing plate 500 to prevent it from rotating. Then use welding technology to connect and fix the sealing plate 500 to the I-beam 200, so that the I-beam 200 forms a box-type beam structure, but it is not limited to the above, and the locking hole 511 may not be formed and the locking piece 800 may not be used to fix the sealing plate 500.

前述過程中,由於封板500經由樞轉後可直接與上板210及下板211的側邊齊平蓋設,樞接相關的元件蓋設於封板500內不外露,故施工者可直接於高空對封板500進行完整的焊接動作以提升焊接品質,避免如現有技術將封板500由地面移至高處進行焊接所產生的危險性,且相較於額外增設活頁鐵件的現有技術,可免去移除活頁鐵件之動作,可增進作業效率。 In the above process, since the cover plate 500 can be directly covered with the side edges of the upper plate 210 and the lower plate 211 after pivoting, the hinge-related components are covered in the cover plate 500 and are not exposed, so the construction workers can directly perform a complete welding operation on the cover plate 500 at high altitude to improve the welding quality, avoiding the danger of moving the cover plate 500 from the ground to a high altitude for welding as in the prior art. Compared with the prior art of adding additional loose-leaf iron parts, the operation of removing the loose-leaf iron parts can be avoided, which can improve the work efficiency.

以上所述僅是本發明之較佳實施例而已,並非對本發明做任何形式上的限制,雖然本發明已以較佳實施例揭露如上,然而並非用以限定本發明,任何所屬技術領域中具有通常知識者,在不脫離本發明技術方案的範圍內,當可利用上述揭示的技術內容作出些許更動或修飾作為等同變化的等效實施例,但凡是未脫離本發明技術方案的內容,依據本發明的技術實質對以上實施例所做的任何簡單修改、等同變化與修飾,均仍屬於本發明技術方案的範圍內。 The above is only the preferred embodiment of the present invention, and does not limit the present invention in any form. Although the present invention has been disclosed as the preferred embodiment, it is not used to limit the present invention. Any person with ordinary knowledge in the relevant technical field can make some changes or modifications to the technical content disclosed above as equivalent embodiments within the scope of the technical solution of the present invention. However, any simple modification, equivalent change and modification made to the above embodiments based on the technical essence of the present invention without departing from the content of the technical solution of the present invention still falls within the scope of the technical solution of the present invention.

111:箱型柱 111: Box column

200:工字樑 200: I-beam

211:下板 211: Lower the board

212:直板 212: Straight board

213:固定孔 213:Fixing hole

400:樞轉座 400: Cardinal transposition

500:封板 500: Close the board

520:連接座 520: Connector

600:樞軸 600: pivot

700:止擋件 700: Stopper

Claims (5)

一種箱型樑柱封板組件,其用以設置於一工字樑,該工字樑具有一上板、一下板及一直板,該直板的二側分別連接於該上板及該下板,該直板鄰近於其中一端部的位置貫穿有複數固定孔,該箱型樑柱封板組件包含:複數樞轉座,每一該樞轉座貫穿有一樞轉孔,各該樞轉座用以固設於該直板相對的二側面且鄰近於該直板的其中一端;複數封板,每一該封板包含一板體及複數連接座,每一該連接座貫穿有一連接孔,各該連接座設置於該板體的一側面;複數樞軸,各該封板藉由各該樞軸穿設於該連接孔及該樞轉孔,將各該封板樞設於該直板,且該封板位於該上板及該下板之間。 A box-type beam column sealing plate assembly is used to be set on an I-beam. The I-beam has an upper plate, a lower plate and a straight plate. The two sides of the straight plate are respectively connected to the upper plate and the lower plate. The straight plate is penetrated with a plurality of fixing holes near one end. The box-type beam column sealing plate assembly includes: a plurality of pivot seats, each of which is penetrated with a pivot hole, and each pivot seat is used to be fixed to the straight plate. Two opposite side surfaces and adjacent to one end of the straight plate; a plurality of sealing plates, each of which includes a plate body and a plurality of connecting seats, each of which has a connecting hole passing through it, and each of which is arranged on one side of the plate body; a plurality of pivots, each of which is pivoted on the straight plate by passing through the connecting hole and the pivot hole, and the sealing plate is located between the upper plate and the lower plate. 如請求項1所述之箱型樑柱封板組件,其進一步包含複數止擋件,各該止擋件用以固設於該下板及/或上板鄰近於該直板的一側面,且各該止擋件位於該直板的二側,該封板可選擇性的抵靠或分離位於該側的至少一該止擋件。 The box-type beam cover assembly as described in claim 1 further comprises a plurality of stoppers, each of which is fixed to a side surface of the lower plate and/or upper plate adjacent to the straight plate, and each of which is located on two sides of the straight plate, and the cover can selectively abut against or separate from at least one of the stoppers located on the side. 如請求項1或2所述之箱型樑柱封板組件,其中每一該封板進一步形成有一鎖孔,該鎖孔的位置對應於其中一該固定孔的位置,一鎖固件穿設於該鎖孔鎖固於固定孔。 As described in claim 1 or 2, the box-type beam cover assembly, wherein each of the cover plates is further formed with a lock hole, the position of the lock hole corresponds to the position of one of the fixing holes, and a locking piece is passed through the lock hole and locked to the fixing hole. 一種箱型樑柱封板組件之施工方法,其運用於如請求項1至3中任一項之箱型樑柱封板組件,其包含以下步驟:a.於工字樑無設置封板的位置且位於上板及下板之間的工字樑的二側連接設置有板材,而相對於欲設置封板的位置於直板上焊接樞轉座;b.於封板焊接連接座,並藉由樞軸穿設於連接座的連接孔及樞轉座的樞轉孔,將封板樞設於直板; c.與箱型柱連接時,將工字樑的各封板向外旋轉呈開啟狀態,移動工字樑以各固定孔對齊於箱型柱的各固接孔,並利用複數螺栓鎖固,使得工字樑垂直於箱型柱連接;d.將各封板旋轉至抵靠於止擋件形成封閉狀態,再利用焊接技術將封板與工字樑連接固定,使得工字樑形成箱型樑結構。 A construction method for a box-type beam column sealing plate assembly, which is applied to a box-type beam column sealing plate assembly as in any one of claims 1 to 3, and comprises the following steps: a. a plate is connected and arranged at the position where the sealing plate is not arranged on the I-beam and at the two sides of the I-beam between the upper plate and the lower plate, and a pivot seat is welded on the straight plate relative to the position where the sealing plate is to be arranged; b. a connecting seat is welded on the sealing plate, and a connecting hole of the connecting seat and a pivot of the pivot seat are penetrated through the pivot. Rotate the holes and hinge the sealing plate on the straight plate; c. When connecting with the box column, rotate the sealing plates of the I-beam outward to open, move the I-beam to align the fixing holes with the fixing holes of the box column, and use multiple bolts to lock, so that the I-beam is connected perpendicular to the box column; d. Rotate each sealing plate until it abuts against the stopper to form a closed state, and then use welding technology to connect and fix the sealing plate and the I-beam, so that the I-beam forms a box beam structure. 如請求項4所述之箱型樑柱封板組件之施工方法,其中於步驟d進一步包含利用一鎖固件穿設於鎖孔鎖固於固定孔,將封板固定防止其轉動。 The construction method of the box-type beam column cover plate assembly as described in claim 4, wherein step d further includes using a locking piece to penetrate the lock hole and lock it to the fixing hole to fix the cover plate to prevent it from rotating.
TW112106368A 2023-06-06 2023-06-06 Box-type beam-column sealing plate assembly and construction method thereof TWI852359B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW112106368A TWI852359B (en) 2023-06-06 2023-06-06 Box-type beam-column sealing plate assembly and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW112106368A TWI852359B (en) 2023-06-06 2023-06-06 Box-type beam-column sealing plate assembly and construction method thereof

Publications (2)

Publication Number Publication Date
TWI852359B true TWI852359B (en) 2024-08-11
TW202449275A TW202449275A (en) 2024-12-16

Family

ID=93283973

Family Applications (1)

Application Number Title Priority Date Filing Date
TW112106368A TWI852359B (en) 2023-06-06 2023-06-06 Box-type beam-column sealing plate assembly and construction method thereof

Country Status (1)

Country Link
TW (1) TWI852359B (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI680220B (en) * 2018-01-25 2019-12-21 潤弘精密工程事業股份有限公司 Beam-column connection structure and method for connecting beam and column
TWI769969B (en) * 2022-02-08 2022-07-01 財團法人國家實驗研究院 Joint structure of concrete encased steel composite beams

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI680220B (en) * 2018-01-25 2019-12-21 潤弘精密工程事業股份有限公司 Beam-column connection structure and method for connecting beam and column
TWI769969B (en) * 2022-02-08 2022-07-01 財團法人國家實驗研究院 Joint structure of concrete encased steel composite beams

Also Published As

Publication number Publication date
TW202449275A (en) 2024-12-16

Similar Documents

Publication Publication Date Title
JP5984090B2 (en) Temporary deadline box and temporary deadline method using the same
TWI852359B (en) Box-type beam-column sealing plate assembly and construction method thereof
US12123207B2 (en) Lintel lift apparatus and method
WO2020107530A1 (en) Box section docking assembly and docking method and application therefor for different load levels
CN204487069U (en) Pile leg structure closes up positioner
CN116411635A (en) A prefabricated beam-column joint for weak shaft connection of I-beams
CN219548465U (en) H-shaped steel connected node gap reinforcing structure
CN208563599U (en) A kind of steel box column splicing node
CN219343546U (en) Assembled steel structure connecting piece
CN111976916A (en) Installation technology of azimuth telescopic pusher for engineering ships
CN223269372U (en) A bridge embedded parts structure
CN109184108A (en) A kind of firm type splicing wallboard
CN209924146U (en) A docking structure of a box chord
CN211598375U (en) Prevent fire door convenient to improve sealed protection nature
CN205777643U (en) The reinforcement node that a kind of steel beam web plate punches
CN115788076B (en) Temporary connecting device for prestressed cable construction arranged in closed steel member
CN223018226U (en) Temporary hole blocking structure in airport restricted area
JP2926105B2 (en) Steel column joint structure
CN105332420A (en) Roller support capable of releasing single-direction displacement and corner of displacement and manufacturing method
CN222500919U (en) A pipe well integrated riser that is easy to assemble
RU2245974C2 (en) Universal modular form with locks for its assembling
CN212129682U (en) Perpendicular steel constructs post convenient to installation
CN210827864U (en) A C-type main wall beam web and secondary wall beam connecting node structure
JP2021161725A (en) Dry joint structure and building of column members
TWI835615B (en) Slotted end plate and foundation pile docking structure