TWI606167B - Structure of partition for use in concrete construction joints of steel structure of floor - Google Patents

Structure of partition for use in concrete construction joints of steel structure of floor Download PDF

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TWI606167B
TWI606167B TW105129805A TW105129805A TWI606167B TW I606167 B TWI606167 B TW I606167B TW 105129805 A TW105129805 A TW 105129805A TW 105129805 A TW105129805 A TW 105129805A TW I606167 B TWI606167 B TW I606167B
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concrete
floor
slot
floor steel
steel
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TW105129805A
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TW201809429A (en
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白明正
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白明正
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Description

樓層鋼構混凝土工作縫分隔板結構Floor steel structure concrete working seam partition plate structure

本發明係有關於一種樓層鋼構混凝土工作縫分隔板結構,尤其是指一種設於樓層鋼構的浪板上作為施工分區工作縫的混凝土分隔板,藉由分隔板阻擋混凝土,使混凝土被限制於一區域範圍內而不外流,以利樓層分區灌漿澆注,確保工作縫切面的完整性與施工面結構的安全性。The invention relates to a floor steel structure concrete working seam partitioning plate structure, in particular to a concrete partition plate which is arranged on a wave plate of a floor steel structure as a working partition working seam, and blocks concrete by a partition plate to make concrete It is restricted to a region without external flow, so as to facilitate the filling and pouring of the floor to ensure the integrity of the working seam and the safety of the construction surface structure.

一般鋼骨結構的大樓在配合混凝土施作的樓層地板時,係於鋼骨橫樑上舖設凹凸形狀之浪板,浪板側邊設有凹凸封口板,以防止澆灌之混凝土溢出,再於浪板表面置設有綁紮完成之鋼筋,最後澆置混凝土,待混凝土凝固後,即可將上述浪板、鋼筋、混凝土結合為一,以形成樓板結構。In the general steel-steel structure, when the floor is applied with the concrete, the corrugated plate is laid on the steel beam, and the side of the wave plate is provided with a concave and convex sealing plate to prevent the concrete from overflowing, and then placed on the surface of the wave plate. The steel bars with the ligatures are finished, and finally the concrete is poured. After the concrete is solidified, the above-mentioned wave plates, steel bars and concrete can be combined into one to form a floor structure.

由於每一層樓板的面積寬廣,必須分區完成施工,因此常無法單次即完成一整層樓板的混凝土澆灌,必須分成數次,而基於混凝土澆灌時間不同,其乾涸凝結的時間也會產生差異,造成前後澆灌的混凝土在銜接時產生結構上的瑕疵,因此必須設置阻擋結構,將樓板區隔成數區,使混凝土能一區一區完成澆灌,確保澆灌混凝土乾涸後的切面的完整性,避免影響樓板結構的安全性;今,本發明人即是鑒於此,而研創出本發明。Since the floor area of each floor is wide and the construction must be completed in sections, it is often impossible to complete the concrete pouring of a whole floor in a single time, which must be divided into several times. However, depending on the concrete pouring time, the drying time of the concrete will also be different. The concrete that causes the water to be poured before and after will cause structural flaws during the jointing. Therefore, a barrier structure must be provided to divide the floor into several sections, so that the concrete can be poured in one area and one area to ensure the integrity of the cut surface after pouring the concrete to avoid the influence. The safety of the floor structure; the present inventors have made the present invention in view of this.

本發明之主要目的,係提供一種樓層鋼構混凝土工作縫分隔板結構,主要係設於樓層鋼構的浪板上,用於分隔浪板的凹陷槽區呈複數個區間,阻擋澆注的混凝土漫流,避免影響前後澆灌的混凝土的結合性。The main object of the present invention is to provide a floor steel structure concrete working seam partitioning plate structure, which is mainly disposed on a wave plate of a floor steel structure, and the concave groove area for separating the wave plates is in a plurality of sections, and blocks the pouring concrete flowing. Avoid affecting the bonding of concrete before and after watering.

上述本發明之主要目的與功效,是由以下之具體技術手段所達成:The above main objects and effects of the present invention are achieved by the following specific technical means:

一種樓層鋼構混凝土工作縫分隔板結構,係包括一架桿及至少一連設在所述架桿上的阻擋片;所述阻擋片上設有至少一道延伸至所述阻擋片底端緣的透空穿槽,所述透空穿槽的頂緣向下延伸舌片,使所述舌片延伸位於透空穿槽處。The utility model relates to a floor steel structure concrete working seam dividing plate structure, which comprises a rod and at least one blocking piece connected to the frame rod; the blocking piece is provided with at least one extending to the bottom edge of the blocking sheet. The slot is hollow, and the top edge of the through slot extends downwardly to the tongue so that the tab extends at the through slot.

如上所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述阻擋片上具有以一體沖設形成的輔助補強部,所述輔助補強部補強所述架桿強度。The floor steel structure concrete working seam partitioning plate structure as described above, wherein the blocking piece has an auxiliary reinforcing portion formed by integral punching, and the auxiliary reinforcing portion reinforces the strength of the frame.

如上所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述阻擋片上設有補強肋,所述補強肋位於所述透空穿槽的兩旁側。The floor steel structure concrete working seam partitioning plate structure as described above, wherein the barrier sheet is provided with reinforcing ribs, and the reinforcing ribs are located on both sides of the air permeable through groove.

如上所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述架桿包括一水平段與一垂直段,所述水平段的一邊連結所述阻擋片,所述水平段的另一邊連結所述垂直段。a floor steel concrete joint seam partition structure as described above, wherein the frame rod includes a horizontal section and a vertical section, one side of the horizontal section is joined to the barrier sheet, and the other side of the horizontal section is connected The vertical segment.

本發明之優點:Advantages of the invention:

1、透過架桿之水平段能令架桿與浪板頂面接觸平貼,使本發明之樓層鋼構混凝土分隔板能平穩的架設在浪板上。1. The horizontal section of the pole can make the pole and the top surface of the wave board contact flat, so that the floor steel concrete partition board of the invention can be stably erected on the wave board.

2、本發明之樓層鋼構混凝土工作縫分隔板結構,於阻擋片的透空穿槽頂緣向下延伸有舌片,使舌片延伸位於透空穿槽處,當透空穿槽未穿設鋼筋時,能遮掩透空穿槽,避免混凝土由透空穿槽流出。2. The floor steel structure concrete working seam partitioning plate structure of the present invention has a tongue piece extending downwardly from the top edge of the through-grooving groove of the blocking piece, so that the tongue piece extends at the through-hole slot, and when the groove passes through the slot When the steel bars are worn, the grooves can be covered through the air to prevent the concrete from flowing out through the slots.

3、本發明之樓層鋼構混凝土工作縫分隔板結構,係視鋼筋的端部欲穿過哪個透空穿槽,便將在該透空穿槽頂緣向下延伸的舌片往內凹折,使該透空穿槽整個顯露,而不再被舌片遮掩,令鋼筋的端部順利穿越。3. The structure of the floor steel-concrete working seam partitioning plate of the present invention, which is to see through which the end of the reinforcing bar is to pass through, so that the tongue extending downward at the top edge of the through-grooving groove is concave Folding, so that the venting groove is entirely exposed, and is no longer covered by the tongue, so that the end of the steel bar smoothly passes through.

4、本發明之樓層鋼構混凝土工作縫分隔板結構,於阻擋片上設有以一體沖設形成的輔助補強部,輔助補強部提升阻擋片與架桿間的轉折結構強度。4. The floor steel structure concrete working seam partitioning plate structure of the present invention is provided with an auxiliary reinforcing portion formed by integral punching on the blocking piece, and the auxiliary reinforcing portion increases the strength of the turning structure between the blocking piece and the frame bar.

5、本發明之樓層鋼構混凝土工作縫分隔板結構,於阻擋片上設有位於透空穿槽兩旁側的補強肋,能提高阻擋片的結構強度,避免阻擋片受力變形。5. The floor steel structure concrete working seam partitioning plate structure of the present invention is provided with reinforcing ribs on both sides of the through-grooving groove on the barrier sheet, which can improve the structural strength of the barrier sheet and prevent the barrier sheet from being deformed by force.

為令本發明所運用之技術內容、發明目的及其達成之功效有更完整且清楚的揭露,茲於下詳細說明之,並請一併參閱所揭之圖式及圖號:For a more complete and clear disclosure of the technical content, the purpose of the invention and the effects thereof achieved by the present invention, it is explained in detail below, and please refer to the drawings and drawings:

請參看第一圖至第三圖所示,其分別揭示本發明之分隔板與其他樓板鋼構結構的立體分解圖、本發明之分隔板的前視立體放大圖以及本發明之分隔板的後視立體放大圖。Please refer to the first to third figures, which respectively disclose an exploded perspective view of the partition plate and other floor steel structures of the present invention, a front perspective enlarged view of the partition plate of the present invention, and a separation of the present invention. A perspective view of the rear view of the board.

請參看第四、五、六圖。係在樑鋼(A)上預先舖設有浪板(B),並於浪板(B)的下陷槽區(B1)內設置鋼筋(C),再將本發明之分隔板(D)設置於浪板(B)上,最後澆灌混凝土,且藉本發明之分隔板(D)阻擋混凝土流出,以將樓板分區完成澆灌混凝土。Please refer to the fourth, fifth and sixth figures. A wave plate (B) is preliminarily laid on the beam steel (A), and a steel bar (C) is placed in the depressed groove region (B1) of the wave plate (B), and the partition plate (D) of the present invention is placed on the wave plate. (B) Finally, the concrete is poured, and the partitioning plate (D) of the present invention blocks the outflow of the concrete to partition the floor to complete the pouring of the concrete.

本發明之分隔板(D),係包括一架桿(1)及至少一阻擋片(2),其中:The partitioning plate (D) of the present invention comprises a rod (1) and at least one blocking sheet (2), wherein:

在本實施例中,該架桿(1)包括一水平段(11)與一垂直段(12),令水平段(11)的一邊連結阻擋片(2),水平段(11)的另一邊連結垂直段(12),使該架桿(1)呈一L形狀的桿體;透過水平段(11)能令架桿(1)與浪板(B)頂面接觸平貼,使本發明之分隔板(D)能平穩的架設在浪板(B)上;In this embodiment, the mast (1) includes a horizontal section (11) and a vertical section (12), such that one side of the horizontal section (11) is coupled to the blocking piece (2), and the other side of the horizontal section (11) Connecting the vertical section (12) so that the mast (1) has an L-shaped rod body; the horizontal section (11) can make the rod (1) and the top surface of the wave board (B) contact and flatten, so that the present invention The partition plate (D) can be smoothly placed on the wave board (B);

阻擋片(2)上設有至少一道延伸至阻擋片(2)底端緣的透空穿槽(21),該透空穿槽(21)的頂緣向下延伸舌片(22),使舌片(22)延伸位於透空穿槽(21)處,當透空穿槽(21)未穿設鋼筋(C)時,能遮掩透空穿槽(21),避免混凝土由透空穿槽(21)流出;該透空穿槽(21)係供設置在浪板(B)的下陷槽區(B1)內的鋼筋(C)或水電配線穿設,穿設時係視鋼筋(C)或水電配線欲穿過哪個透空穿槽(21),便將在該透空穿槽(21)頂緣向下延伸的舌片(22)往內凹折,使該透空穿槽(21)整個顯露,而不再被舌片(22)遮掩,令鋼筋(C)或水電配線順利穿越。 The barrier sheet (2) is provided with at least one through-hole (21) extending to the bottom end edge of the barrier sheet (2), and the top edge of the air-permeable through slot (21) extends downwardly to the tongue (22), so that The tongue piece (22) extends at the through-groove through groove (21). When the through-hole groove (21) is not pierced with the reinforcing bar (C), the groove can be covered (21) to prevent the concrete from passing through the slot. (21) outflow; the through-hole slot (21) is provided for reinforcing steel (C) or hydroelectric wiring disposed in the depressed groove area (B1) of the wave board (B), and is worn as a reinforcing steel (C) or The permeable through slot (21) through which the hydroelectric wiring is to be passed, the tongue (22) extending downwardly from the top edge of the permeable slot (21) is recessed inwardly to make the through slot (21) The whole is revealed, and is no longer covered by the tongue (22), so that the steel (C) or the water and electricity wiring can smoothly pass through.

此外,在一較佳實施例中,阻擋片(2)上還進一步具有以一體沖設形成的輔助補強部(23),透過輔助補強部(23)的設置提升阻擋片(2)與架桿(1)間的轉折結構強度。 In addition, in a preferred embodiment, the barrier sheet (2) further has an auxiliary reinforcing portion (23) formed integrally with the punching portion, and the blocking sheet (2) and the mounting rod are lifted through the auxiliary reinforcing portion (23). (1) The strength of the transition structure between.

再者,於阻擋片(2)上設有補強肋(24),該補強肋(24)位於透空穿槽(21)的兩旁側,以提高阻擋片(2)的結構強度,避免阻擋片(2)受力變形。 Furthermore, a reinforcing rib (24) is disposed on the barrier sheet (2), and the reinforcing rib (24) is located on both sides of the transparent through slot (21) to improve the structural strength of the blocking sheet (2) and avoid the blocking sheet. (2) Force deformation.

混凝土請再參看第七~九圖,係在浪板(B)的下陷槽區(B1)中分別設置一、二、三根鋼筋(C),且將欲穿設鋼筋(C)處之透空穿槽(21)的舌片(22)往內並向上凹折,使透空穿槽(21)不被舌片(22)遮掩,令鋼筋(C)的端部或水電配管能分別對應由阻擋片(2)的透空穿槽(21)穿出;如第七圖係顯示在浪板(B)的下陷槽區(B1)中設置一根鋼筋(C),且該鋼筋(C)由對應的一透空穿槽(21)穿出;第八圖係顯示在浪板(B)的下陷槽區(B1)中設置二根鋼筋(C),且二鋼筋(C)分別由對應的二透空穿槽(21)穿出;第九圖則顯示在浪板(B)的下陷槽區(B1)中設置三根鋼筋(C),且三鋼筋 (C)分別由對應的三透空穿槽(21)穿出。 For concrete, please refer to the seventh to ninth diagrams. One, two and three steel bars (C) are respectively set in the sinking zone (B1) of the wave board (B), and the steel bars (C) are to be worn. The tongue piece (22) of the groove (21) is inwardly and concavely folded upward, so that the through-hole groove (21) is not covered by the tongue piece (22), so that the end of the steel bar (C) or the water-electric pipe can be correspondingly blocked. The through hole (21) of the sheet (2) is pierced; as shown in the seventh figure, a reinforcing bar (C) is disposed in the depressed groove region (B1) of the wave plate (B), and the reinforcing bar (C) is correspondingly a through-the-hole through slot (21) is pierced; the eighth figure shows that two reinforcing bars (C) are arranged in the depressed groove region (B1) of the wave plate (B), and the two reinforcing bars (C) are respectively corresponding to the two through-holes The empty through groove (21) is pierced; the ninth figure shows that three steel bars (C) are set in the depressed groove area (B1) of the wave plate (B), and three steel bars are provided. (C) is respectively pierced by the corresponding three through-hole slots (21).

以上所舉者僅係本發明之部份實施例,並非用以限制本發明,致依本發明之創意精神及特徵,稍加變化修飾而成者,亦應包括在本專利範圍之內。 The above is only a part of the embodiments of the present invention, and is not intended to limit the present invention. It is intended to be included in the scope of the present invention.

綜上所述,本發明實施例確能達到所預期之使用功效,又其所揭露之具體技術手段,不僅未曾見諸於同類產品中,亦未曾公開於申請前,誠已完全符合專利法之規定與要求,爰依法提出發明專利之申請,懇請惠予審查,並賜准專利,則實感德便。 In summary, the embodiments of the present invention can achieve the expected use efficiency, and the specific technical means disclosed therein have not been seen in similar products, nor have they been disclosed before the application, and have completely complied with the patent law. The regulations and requirements, the application for invention patents in accordance with the law, and the application for review, and the grant of patents, are truly sensible.

(1)‧‧‧架桿 (1) ‧‧‧ poles

(11)‧‧‧水平段 (11) ‧‧‧ horizontal section

(12)‧‧‧垂直段 (12)‧‧‧ vertical section

(2)‧‧‧阻擋片 (2) ‧‧‧Blocks

(21)‧‧‧透空穿槽 (21) ‧‧‧ Through the slot

(22)‧‧‧舌片 (22) ‧‧‧ tongue

(23)‧‧‧輔助補強部 (23) ‧‧‧Auxiliary Reinforcement Department

(24)‧‧‧補強肋 (24) ‧ ‧ reinforced ribs

(A)‧‧‧樑鋼 (A) ‧‧‧ Beam Steel

(B)‧‧‧浪板 (B) ‧‧‧ wave board

(B1)‧‧‧下陷槽區(B1) ‧‧‧ sag area

(C)‧‧‧鋼筋(C) ‧ ‧ steel bars

(D)‧‧‧分隔板(D) ‧‧‧ divider

(E)‧‧‧鋼筋架(E) ‧ ‧ steel frame

第一圖:本發明之分隔板與其他樓板鋼構結構的立體分解圖The first figure: an exploded view of the partition structure of the present invention and other floor steel structures

第二圖:本發明之分隔板的前視立體放大圖Second drawing: front perspective enlarged view of the partitioning plate of the present invention

第三圖:本發明之分隔板的後視立體放大圖Third drawing: rear perspective enlarged view of the partitioning plate of the present invention

第四圖:本發明之分隔板實施使用時的立體示意圖Fourth figure: a perspective view of the partition plate of the present invention when it is used

第五圖:本發明之分隔板實施使用時的前視局部放大圖Fig. 5 is a partially enlarged front view showing the use of the partitioning plate of the present invention

第六圖:本發明之分隔板實施使用時的組合側視圖Figure 6: Combined side view of the partition plate of the present invention when it is used

第七圖:本發明之阻擋片的其一透空穿槽為鋼筋穿設的組合前視局部放大圖Figure 7: Partial enlarged view of the combined front view of the barrier sheet of the present invention

第八圖:本發明之阻擋片的二透空穿槽為鋼筋穿設的組合前視局部放大圖Figure 8: Partial enlarged view of the combined front view of the two through-hole slots of the barrier sheet of the present invention

第九圖:本發明之阻擋片的三透空穿槽為鋼筋穿設的組合前視局部放大圖Ninth view: a partial enlarged front view of a three-hole through-groove of the barrier sheet of the present invention

(1)‧‧‧架桿 (1) ‧‧‧ poles

(11)‧‧‧水平段 (11) ‧‧‧ horizontal section

(12)‧‧‧垂直段 (12)‧‧‧ vertical section

(2)‧‧‧阻擋片 (2) ‧‧‧Blocks

(21)‧‧‧透空穿槽 (21) ‧‧‧ Through the slot

(22)‧‧‧舌片 (22) ‧‧‧ tongue

(24)‧‧‧補強肋 (24) ‧ ‧ reinforced ribs

Claims (5)

一種樓層鋼構混凝土工作縫分隔板結構,係包括一架桿及至少一連設在所述架桿上的阻擋片;所述阻擋片上設有至少一道延伸至所述阻擋片底端緣的透空穿槽,所述透空穿槽的頂緣向下延伸舌片,使所述舌片延伸位於透空穿槽處。The utility model relates to a floor steel structure concrete working seam dividing plate structure, which comprises a rod and at least one blocking piece connected to the frame rod; the blocking piece is provided with at least one extending to the bottom edge of the blocking sheet. The slot is hollow, and the top edge of the through slot extends downwardly to the tongue so that the tab extends at the through slot. 如申請專利範圍第1項所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述阻擋片上具有以一體沖設形成的輔助補強部。The floor steel structure concrete working seam partitioning plate structure according to claim 1, wherein the barrier sheet has an auxiliary reinforcing portion formed by integral punching. 如申請專利範圍第1或2項所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述阻擋片上設有補強肋,所述補強肋位於所述透空穿槽的兩旁側。The floor steel structure concrete working seam partitioning plate structure according to claim 1 or 2, wherein the barrier sheet is provided with reinforcing ribs, and the reinforcing ribs are located on both sides of the air permeable through groove. 如申請專利範圍第3項所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述架桿包括一水平段與一垂直段,所述水平段的一邊連結所述阻擋片,所述水平段的另一邊連結所述垂直段。The floor steel-concrete work seam partitioning plate structure of claim 3, wherein the frame rod comprises a horizontal section and a vertical section, and one side of the horizontal section is coupled to the barrier sheet, The other side of the horizontal segment joins the vertical segments. 如申請專利範圍第1或2項所述之樓層鋼構混凝土工作縫分隔板結構,其中,所述架桿包括一水平段與一垂直段,所述水平段的一邊連結所述阻擋片,所述水平段的另一邊連結所述垂直段。The floor steel-concrete work seam partitioning plate structure according to claim 1 or 2, wherein the frame rod comprises a horizontal section and a vertical section, and one side of the horizontal section is connected to the blocking piece, The other side of the horizontal segment joins the vertical segments.
TW105129805A 2016-09-13 2016-09-13 Structure of partition for use in concrete construction joints of steel structure of floor TWI606167B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110670778A (en) * 2018-07-02 2020-01-10 白明正 Concrete steel constructs unrestrained plate structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2374593Y (en) * 1999-04-27 2000-04-19 陈成阳 Concrete wall with steel net for steel frame building
CN201232351Y (en) * 2008-06-13 2009-05-06 中建三局第二建设工程有限责任公司 Cast-in-place floor construction joint baffle

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2374593Y (en) * 1999-04-27 2000-04-19 陈成阳 Concrete wall with steel net for steel frame building
CN201232351Y (en) * 2008-06-13 2009-05-06 中建三局第二建设工程有限责任公司 Cast-in-place floor construction joint baffle

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110670778A (en) * 2018-07-02 2020-01-10 白明正 Concrete steel constructs unrestrained plate structure

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