TWI699472B - Steel frame tie material and method for using the tie material as wall surface - Google Patents

Steel frame tie material and method for using the tie material as wall surface Download PDF

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TWI699472B
TWI699472B TW108123590A TW108123590A TWI699472B TW I699472 B TWI699472 B TW I699472B TW 108123590 A TW108123590 A TW 108123590A TW 108123590 A TW108123590 A TW 108123590A TW I699472 B TWI699472 B TW I699472B
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shaped steel
opening
steel
shaped
tie material
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TW108123590A
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TW202102756A (en
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張維隆
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綠昇科技股份有限公司
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Abstract

一種鋼構拉繫材，用於設置在兩個以開口互呈對立的C型鋼之間，其包括有一沿縱向延伸之中間段，此中間段之兩端分別連接一橫向擴展之端部，其相對中間段之一側正交地連接有一側壁，其中端部之寬度大於C型鋼開口之寬度，側壁之高度小於C型鋼開口之寬度，且側壁具有一弧形側緣。此鋼構拉繫材可經旋轉而使端部經開口伸入C型鋼之內側並卡抵在開口處。本發明更提供一種使用前述拉繫材施作牆面的方法。A kind of steel tension tie material, which is used to be arranged between two C-shaped steels with openings facing each other. It includes a middle section extending in the longitudinal direction. The two ends of the middle section are respectively connected with a laterally expanding end. A side wall is orthogonally connected to one side of the middle section, wherein the width of the end is greater than the width of the C-shaped steel opening, the height of the side wall is less than the width of the C-shaped steel opening, and the side wall has an arc-shaped side edge. The steel tension tie material can be rotated so that the end extends into the inside of the C-shaped steel through the opening and is clamped against the opening. The present invention further provides a method for applying the aforementioned tension material to a wall surface.

Description

鋼構拉繫材及使用該拉繫材施作牆面的方法Steel frame tie material and method for using the tie material as wall surface

本發明與建材構件有關，尤指一種鋼構拉繫材及使用該拉繫材施作牆面的方法。The present invention relates to building material components, and particularly refers to a steel-frame tensioning material and a method for using the tensioning material as a wall surface.

習知的一種施作牆面的方法，其步驟包括有豎立複數個形成一排的C型鋼，並以一模板固定在C型鋼上，再將兩組以前述步驟製成的C型鋼與模板圍成一灌漿空間，注入混凝土砂漿並養護至設計強度，拆除模板後即告完成。A conventional method of constructing a wall surface includes the steps of erecting a plurality of C-shaped steels to form a row, and fixing them on the C-shaped steel with a template, and then enclosing the two sets of C-shaped steels made by the aforementioned steps and the template. A grouting space is formed, concrete mortar is injected and cured to the design strength, and the template is removed after the completion.

然而在上述施工方法中，由於豎立的C型鋼具有相當的高度，難以確保其穩固直立於地面，容易發生歪斜的情形，使兩個相對的C型鋼在不同高度的位置上無法保持相同的間距，導致最終成形的牆面其兩側不平行，除了影響外觀之外，更有結構上不穩固的問題。However, in the above construction method, because the erected C-shaped steel has a considerable height, it is difficult to ensure that it stands firmly on the ground, and it is prone to skew, so that two opposite C-shaped steels cannot maintain the same distance at different heights. As a result, the two sides of the finally formed wall are not parallel, which not only affects the appearance, but also has the problem of structural instability.

有鑑於此，如何改進上述問題即為本發明所欲解決之首要課題。In view of this, how to improve the above-mentioned problem is the primary problem to be solved by the present invention.

本發明之主要目的在於提供一種鋼構拉繫材及使用該拉繫材施作牆面的方法，其可迅速組裝於鋼構之間而拉繫住兩端的鋼構，且可確保兩端的鋼構維持相同間距，進而達到使做成的牆面工整不歪斜之功效。The main purpose of the present invention is to provide a steel structure tensioning material and a method of using the tensioning material as a wall surface, which can be quickly assembled between steel structures to pull and tie the steel structures at both ends, and can ensure the steel at both ends The structure maintains the same spacing to achieve the effect of making the finished wall neat and not skewed.

為達前述之目的，本發明提供一種鋼構拉繫材，用於設置在兩個以開口互呈對立的C型鋼之間，其包括有一沿縱向延伸之中間段，該中間段之兩端分別連接一橫向擴展之端部，該端部相對該中間段之一側正交地連接有一側壁，其中該端部之寬度大於C型鋼開口之寬度，該側壁之高度小於C型鋼開口之寬度，且該側壁具有一弧形側緣；該鋼構拉繫材可經旋轉而使該端部經該開口伸入C型鋼之內側並卡抵在該開口處。In order to achieve the foregoing objective, the present invention provides a steel tension tie, which is used to be arranged between two C-shaped steels with openings that are opposite to each other. It includes a longitudinally extending middle section, and both ends of the middle section are respectively A laterally expanded end is connected, and the end is orthogonally connected to a side wall with respect to one side of the middle section, wherein the width of the end is greater than the width of the C-shaped steel opening, and the height of the side wall is less than the width of the C-shaped steel opening, and The side wall has an arc-shaped side edge; the steel tensioning material can be rotated so that the end portion extends into the inner side of the C-shaped steel through the opening and is clamped at the opening.

本發明更提供一種使用前述拉繫材施作牆面的方法，其包括有： 豎立複數個以開口互為相對的C型鋼； 在C型鋼之間置入結成網狀的鋼筋結構； 將一拉繫材置於C型鋼之間，旋轉該拉繫材使其兩端部得以通過C型鋼之開口而伸入C型鋼之內側； 旋轉該拉繫材使其兩端部卡抵在該開口處； 在位於同一側的C型鋼上鎖固一模板，進而圍成一灌漿空間； 於該灌漿空間中注入混凝土砂漿，並養護至設計強度。 The present invention further provides a method for applying the aforementioned tension material to a wall surface, which includes: Erect multiple C-shaped steels with openings as opposed to each other; Place a meshed steel bar structure between the C-shaped steel; Place a tie material between the C-shaped steel, and rotate the tie material so that its two ends can extend into the inside of the C-shaped steel through the opening of the C-shaped steel; Rotate the tie material so that both ends are stuck against the opening; Lock a template on the C-shaped steel on the same side, and then enclose a grouting space; Pour concrete mortar into the grouting space and cure to the design strength.

於一實施例中，在該C型鋼之上、下兩端設有供C型鋼嵌入的軌槽。In one embodiment, the upper and lower ends of the C-shaped steel are provided with rail grooves for the C-shaped steel to be embedded.

而本發明之上述目的與優點，不難從下述所選用實施例之詳細說明與附圖中獲得深入了解。It is not difficult to gain an in-depth understanding of the above-mentioned objects and advantages of the present invention from the detailed description of the selected embodiments and the accompanying drawings.

請參閱第１、２圖，所示者為本發明提供之鋼構拉繫材１，其係用於設置在兩個以開口互呈對立的C型鋼之間，藉此對兩相對的C型鋼產生橫向的拘束力量，將其拉繫住以使結構穩固。該拉繫材１包括有一沿縱向延伸之中間段１１，且兩端分別連接一端部１２，各端部１２相對該中間段１１之一側又正交地連接有一側壁１３，且該側壁１３具有一弧形側緣１４。上述該中間段１１呈細長狀，該端部１２朝橫向擴展而形成較寬的外徑，而該端部１２之寬度大於C型鋼開口之寬度，該側壁１３之高度小於C型鋼開口之寬度。Please refer to Figures 1 and 2. The one shown is the steel structure tensioning material 1 provided by the present invention, which is used to set between two C-shaped steels facing each other with openings, thereby aligning two opposite C-shaped steels. Generate lateral restraining force, pull it to make the structure stable. The tension material 1 includes a middle section 11 extending in the longitudinal direction, and two ends are respectively connected to one end 12, and each end 12 is orthogonally connected to a side wall 13 with respect to one side of the middle section 11, and the side wall 13 has An arc-shaped side edge 14. The above-mentioned middle section 11 is elongated, the end 12 expands laterally to form a wider outer diameter, and the width of the end 12 is greater than the width of the C-shaped steel opening, and the height of the side wall 13 is less than the width of the C-shaped steel opening.

使用前述拉繫材施作牆面的方法係如第３圖所示，其包括有： 設置供C型鋼嵌入的軌槽； 豎立複數個以開口互為相對的C型鋼； 在C型鋼之間置入結成網狀的鋼筋結構； 將一拉繫材置於C型鋼之間，旋轉該拉繫材使其兩端部得以通過C型鋼之開口而伸入C型鋼之內側； 旋轉該拉繫材使其兩端部卡抵在該開口處； 在位於同一側的C型鋼上鎖固一模板，進而圍成一灌漿空間； 於該灌漿空間中注入混凝土砂漿，並養護至設計強度。 The method of using the aforementioned tension material for wall surface is shown in Figure 3, which includes: Set up rail grooves for C-shaped steel embedding; Erect multiple C-shaped steels with openings as opposed to each other; Place a meshed steel bar structure between the C-shaped steel; Place a tie material between the C-shaped steel, and rotate the tie material so that its two ends can extend into the inside of the C-shaped steel through the opening of the C-shaped steel; Rotate the tie material so that both ends are stuck against the opening; Lock a template on the C-shaped steel on the same side, and then enclose a grouting space; Pour concrete mortar into the grouting space and cure to the design strength.

本發明之牆面施作方法實際進行時，首先如第４圖所示地在牆面預定位置的天花板及地板，或邊框處，設置一前一後的兩條軌槽２，以供C型鋼３以適當間隔嵌設於軌槽２中；其中兩軌槽２之間距約等於本發明拉繫材之長度。該軌槽２係可達到使各C型鋼３確實沿一直線形成排列的功效。又前排與後排的C型鋼３之間可置入結成網狀的鋼筋結構４，以增強牆面的結構強度。When the wall construction method of the present invention is actually carried out, first, as shown in Figure 4, set two rail grooves 2 in front and one back at the ceiling and floor or the frame at the predetermined position of the wall as shown in Figure 4. 3 is embedded in the rail groove 2 at appropriate intervals; the distance between the two rail grooves 2 is approximately equal to the length of the tie material of the present invention. The rail groove 2 system can achieve the effect of ensuring that the C-shaped steel 3 is arranged in a straight line. In addition, a reticulated steel structure 4 can be placed between the C-shaped steel 3 in the front row and the rear row to enhance the structural strength of the wall.

接著將本發明之拉繫材１置於一前一後的兩相對的C型鋼３之間，以產生橫向拉繫的拘束力量。如第５圖所示，由於兩相對C型鋼３之間距與該拉繫材１之長度約略相等，以及該拉繫材１端部１２之寬度大於C型鋼３開口３１之寬度，為了妥適地將該拉繫材１置入，則必須旋轉該拉繫材１，使其一端較高一端較低，始能進入C型鋼３之間的空間；接著旋轉該拉繫材１，使其端部１２的寬度方向轉為朝上、下延伸的方位，始能令端部１２以小於C型鋼３開口３１寬度的側壁１３伸入該開口，進而進入C型鋼３之內部。Next, the tension material 1 of the present invention is placed between the two opposite C-shaped steels 3 in front and one back to generate the restraining force of the transverse tension. As shown in Figure 5, since the distance between the two opposing C-shaped steel 3 is approximately equal to the length of the tension member 1, and the width of the end 12 of the tension member 1 is greater than the width of the opening 31 of the C-shaped steel 3, in order to properly reduce When the tie material 1 is inserted, the tie material 1 must be rotated so that one end is higher and the other end is lower, so that it can enter the space between the C-shaped steel 3; then rotate the tie material 1 to make its end 12 When the width direction of the C-shaped steel 3 is turned into an upward and downwardly extending position, the end 12 can only extend into the C-shaped steel 3 with a side wall 13 that is smaller than the width of the C-shaped steel 3 opening 31.

承上，接著如第６圖所示地將該拉繫材１轉成平置方位，令兩端部１２之側壁１３貼抵於C型鋼上。進行此步驟時，可先如第７圖所示地將兩C型鋼３稍微相對地拉開一段距離，以提供該拉繫材１旋轉的空間而能順利轉成平置的方位。Attach it, and then turn the tension member 1 into a flat position as shown in Figure 6, so that the side walls 13 of the two ends 12 are attached to the C-shaped steel. When performing this step, as shown in Figure 7, the two C-shaped steels 3 can be pulled apart slightly relative to each other to provide space for the tie material 1 to rotate and smoothly turn into a flat position.

完成上述步驟後，再將該拉繫材１如第８圖所示地旋轉至其端部１２的寬度方向呈水平的方位，轉動的時候係利用該端部１２側壁１３的弧形側緣１４縮減迴轉半徑，以順利完成此步驟。此時隨著該拉繫材１的轉動，該端部１２將藉由其大於C型鋼３開口３１寬度的尺寸卡抵在該開口３１處，進而與C型鋼３固定，同時拉近位於拉繫材１兩側的C型鋼３，使其間距如第９圖所示地被調整為與該拉繫材１的長度一致的距離。據此，當在C型鋼３不同高度的位置上分別以前述方法組裝該拉繫材１後，即可使C型鋼３在各處保持一致的間距。最後，如第１０圖所示，將模板５搭在C型鋼３的外側，藉以圍成一灌漿空間５１，注入混凝土砂漿後養護至設計強度，即可完成牆面的施作。After completing the above steps, rotate the tie material 1 to a horizontal position in the width direction of its end 12 as shown in Figure 8. When rotating, use the arc-shaped side edge 14 of the side wall 13 of the end 12 Reduce the radius of gyration to successfully complete this step. At this time, with the rotation of the tensioning material 1, the end 12 will be clamped at the opening 31 by its size larger than the width of the opening 31 of the C-shaped steel 3, and then fixed with the C-shaped steel 3, and at the same time, it will be pulled closer to the tension. The C-shaped steel 3 on both sides of the material 1 is adjusted to the same distance as the length of the tension material 1 as shown in Figure 9. According to this, when the tension member 1 is assembled at the positions of different heights of the C-shaped steel 3 by the aforementioned method, the C-shaped steel 3 can be kept at a consistent distance everywhere. Finally, as shown in Figure 10, the formwork 5 is placed on the outside of the C-shaped steel 3 to enclose a grouting space 51, and the concrete mortar is injected and cured to the design strength to complete the construction of the wall.

本發明方法的特點在於該拉繫材１的組裝非常簡單、方便且迅速，且能使C型鋼３保持一致的間距，進而令施作完成的牆面形成工整不歪斜的外觀，藉此兼顧美觀及結構的穩定性。The method of the present invention is characterized in that the assembling of the tie material 1 is very simple, convenient and rapid, and the C-shaped steel 3 can be kept at a consistent distance, so that the finished wall can have a neat and non-skewed appearance, thereby taking into account the aesthetics. And structural stability.

惟，以上實施例之揭示僅用以說明本發明，並非用以限制本發明，故舉凡等效元件之置換仍應隸屬本發明之範疇。However, the disclosure of the above embodiments is only used to illustrate the present invention, not to limit the present invention, so any replacement of equivalent elements should still belong to the scope of the present invention.

綜上所述，可使熟知本領域技術者明瞭本發明確可達成前述目的，實已符合專利法之規定，爰依法提出申請。In summary, those skilled in the art can understand that this publication can clearly achieve the aforementioned purpose, and that it has actually complied with the provisions of the Patent Law, so it can file an application in accordance with the law.

１:拉繫材 １１:中間段 １２:端部 １３:側壁 １４:弧形側緣 ２:軌槽 ３:C型鋼 ４:鋼筋結構 ５:模板1: Pull tie material 11: Middle section 12: End 13: side wall 14: Curved side edges 2: Rail groove 3: C-shaped steel 4: Reinforced structure 5: Template

第１圖為本發明鋼構拉繫材之立體示意圖； 第２圖為本發明鋼構拉繫材之平面示意圖； 第３圖為本發明牆面施作方法之流程圖； 第４圖至第１０圖為本發明牆面施作方法之施作過程示意圖。 Figure 1 is a three-dimensional schematic diagram of the tensioning material of the steel structure of the present invention; Figure 2 is a schematic plan view of the tensioning material of the steel structure of the present invention; Figure 3 is a flowchart of the wall construction method of the present invention; Figures 4 to 10 are schematic diagrams of the construction process of the wall construction method of the present invention.

1:拉繫材 1: pull tie material

11:中間段 11: Middle section

12:端部 12: end

13:側壁 13: side wall

14:弧形側緣 14: curved side edges

Claims (3)

一種鋼構拉繫材，用於設置在兩個以開口互呈對立的C型鋼之間，其包括有一沿縱向延伸之中間段，該中間段之兩端分別連接一橫向擴展之端部，該端部相對該中間段之一側正交地連接有一側壁，其中該端部之寬度大於C型鋼開口之寬度，該側壁之高度小於C型鋼開口之寬度，且該側壁具有一弧形側緣；該鋼構拉繫材可經旋轉而使該端部經該開口伸入C型鋼之內側並卡抵在該開口處。A kind of steel tension tie material, which is used to set between two C-shaped steels with openings that are opposite to each other. It includes a middle section extending in the longitudinal direction. The two ends of the middle section are respectively connected with a laterally expanding end. The end is orthogonally connected with a side wall with respect to one side of the middle section, wherein the width of the end is greater than the width of the C-shaped steel opening, the height of the side wall is less than the width of the C-shaped steel opening, and the side wall has an arc-shaped side edge; The steel tensioning material can be rotated so that the end extends into the inside of the C-shaped steel through the opening and is clamped against the opening. 一種使用如請求項１所述之拉繫材施作牆面的方法，其包括有： 豎立複數個以開口互為相對的C型鋼； 在C型鋼之間置入結成網狀的鋼筋結構； 將一拉繫材置於C型鋼之間，旋轉該拉繫材使其兩端部得以通過C型鋼之開口而伸入C型鋼之內側； 旋轉該拉繫材使其兩端部卡抵在該開口處； 在位於同一側的C型鋼上鎖固一模板，進而圍成一灌漿空間； 於該灌漿空間中注入混凝土砂漿，並養護至設計強度。 A method of using the tie material as described in claim 1 to be used as a wall surface, which includes: Erect multiple C-shaped steels with openings as opposed to each other; Place a meshed steel bar structure between the C-shaped steel; Place a tie material between the C-shaped steel, and rotate the tie material so that its two ends can extend into the inside of the C-shaped steel through the opening of the C-shaped steel; Rotate the tie material so that both ends are stuck against the opening; Lock a template on the C-shaped steel on the same side, and then enclose a grouting space; Pour concrete mortar into the grouting space and cure to the design strength. 如請求項２所述之施作牆面的方法，其中，在該C型鋼之上、下兩端設有供C型鋼嵌入的軌槽。The method of constructing a wall surface as described in claim 2, wherein the upper and lower ends of the C-shaped steel are provided with rail grooves for the C-shaped steel to be embedded.
TW108123590A 2019-07-04 2019-07-04 Steel frame tie material and method for using the tie material as wall surface TWI699472B (en)

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