TWI836915B - Structure of systematize reinforcement and method thereof - Google Patents

Structure of systematize reinforcement and method thereof Download PDF

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TWI836915B
TWI836915B TW112106932A TW112106932A TWI836915B TW I836915 B TWI836915 B TW I836915B TW 112106932 A TW112106932 A TW 112106932A TW 112106932 A TW112106932 A TW 112106932A TW I836915 B TWI836915 B TW I836915B
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column
main
reinforcement system
intervals
main reinforcement
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TW112106932A
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TW202338189A (en
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顏聖益
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建國工程股份有限公司
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Abstract

The present invention provides a structure of systematize reinforcement and method thereof, comprising a column reinforcement system, a first beam reinforcement system, and a concrete structure. The column reinforcement system comprises a plurality of column reinforcement bars, which extend in a column extension direction; wherein the column reinforcement bars are each perpendicular to a first direction and a second direction, and arranged in an array, which perpendicular to the column extension direction, and the array has a plurality of first intervals which is fixed to a first unit interval X 1in the first direction, and also has a plurality of second intervals which is fixed to the first unit interval X 1in the second direction; the first beam reinforcement system comprises a plurality of first beam bars, which are each passing through the first intervals and extending in the second direction; and the concrete structure surrounding and filling the column reinforcement system and the first beam reinforcement system to form a column body and a first beam body, respectively.

Description

系統化樑柱結構及其方法Systematic beam-column structures and methods

本發明有關一種樑柱結構，特別是指一種系統化的樑柱結構及其方法。The present invention relates to a beam-column structure, and in particular to a systematic beam-column structure and a method thereof.

快速建構高品質的建築物，是建築及營造產業長久以來所追尋的目標。傳統的建築物之結構設計著重於最小化樑柱斷面尺寸，除了可節省材料使用，也可降低空間浪費。然而這樣的設計方式往往忽略實際施工會碰到的問題，像是在樑柱相接處因為沒有足夠的間隙供設置不同方向的鋼筋，而可能會發生衝突，或者無法按圖施工。The goal of the construction industry to quickly build high-quality buildings has long been pursued. Traditional building structural design focuses on minimizing the cross-sectional size of beams and columns, which not only saves material usage but also reduces space waste. However, such a design approach often ignores problems encountered in actual construction, such as conflicts that may occur at the joints of beams and columns because there is not enough space for setting steel bars in different directions, or it is impossible to construct according to the drawings.

此外，為解決上述問題，現場施工人員通常需要依實際施工情況而在現地進行鋼筋設置的調整。然而由於施工人員的經驗及能力並不統一，因此調整的方式及對於最終建築物造成的影響也往往不同。In addition, in order to solve the above problems, on-site construction personnel usually need to adjust the steel bar settings on-site according to the actual construction conditions. However, because the experience and abilities of construction workers are not uniform, the adjustment methods and the impact on the final building are often different.

本發明的系統化樑柱鋼筋結構的設計初衷是希望在設計階段排除過去施工階段需面對的鋼筋衝突問題，透過鋼筋排列方式標準化並將樑柱尺寸離散化，確保鋼筋交會時有足夠施工空間。隨後，於工地現場中藉由精確的搬運管理及組裝作業，將樑柱鋼筋於工地現場組合。在眾多的施工方法中，本發明的系統化樑柱結構的方法因具有簡化施工步驟、減少鋼筋衝突、施工安全迅速以及營建成本經濟合理等優點。藉此，可將工地中工作量降至最低、減少人力及施工時間，進而縮短工期。有鑑於此，發展出可系統化的樑柱結構，以進一步加快施工速度，實為產業界所長久企盼。The original intention of designing the systematic beam-column reinforcement structure of the present invention is to eliminate the reinforcement conflict problem that had to be faced in the past construction stage during the design stage. By standardizing the reinforcement arrangement method and discretizing the beam-column size, it is ensured that there is sufficient construction space when the reinforcement intersects. Subsequently, the beam-column reinforcement is assembled on site through precise transportation management and assembly operations. Among the many construction methods, the systematic beam-column structure method of the present invention has the advantages of simplifying construction steps, reducing reinforcement conflicts, safe and rapid construction, and economical and reasonable construction costs. In this way, the workload on the construction site can be reduced to a minimum, manpower and construction time can be reduced, and the construction period can be shortened. In view of this, the industry has long been looking forward to developing a systematized beam-column structure to further speed up construction.

本發明之主要目的，旨在提供一種系統化樑柱結構，其包含一柱主筋系統，係包含複數條柱主筋，該些柱主筋分別沿一柱延伸方向延伸；其中，該些柱主筋在垂直於該柱延伸方向且彼此垂直之一第一方向上及一第二方向上排列成一陣列，且該陣列在該第一方向上具有固定為一第一單位間距X 1之複數個第一間隔，且在該第二方向上具有固定為一第一單位間距X 1之複數個第二間隔；一第一樑主筋系統，係包含複數條第一樑主筋，該些第一樑主筋分別沿該第二方向延伸並穿設於該些第一間隔中；其中，至少部分該些第一樑主筋係在該第一方向上以該第一單位間距X 1間隔排列；以及一混凝土結構，包圍及填充該柱主筋系統與該第一樑主筋系統以分別形成一柱體及一第一樑體；其中，該柱體具有垂直於該第一方向且平行於該第二方向之一第一柱側面，該第一樑體具有垂直於該第一方向且平行於該第二方向之一第一樑側面，該第一柱側面及該第一樑側面彼此平行且在該第一方向上之水平間距為X 1/2+n* X 1，其中n為0或正整數。 The main purpose of the present invention is to provide a systematic beam-column structure, which includes a column main reinforcement system, which includes a plurality of column main reinforcements, and these column main reinforcements respectively extend along the extension direction of a column; wherein, these column main reinforcements are vertically An array is arranged in a first direction and a second direction that are perpendicular to each other in the extending direction of the column, and the array has a plurality of first intervals fixed at a first unit spacing X 1 in the first direction, And there are a plurality of second intervals fixed at a first unit interval X 1 in the second direction; a first beam main reinforcement system includes a plurality of first beam main reinforcements, and the first beam main reinforcements are respectively along the Extending in two directions and passing through the first intervals; wherein at least part of the first beam main bars are arranged in the first direction with the first unit spacing X 1 ; and a concrete structure, surrounding and filling The column main reinforcement system and the first beam main reinforcement system form a column and a first beam respectively; wherein, the column has a first column side perpendicular to the first direction and parallel to the second direction, The first beam body has a first beam side surface perpendicular to the first direction and parallel to the second direction. The first column side surface and the first beam side surface are parallel to each other and the horizontal distance in the first direction is X 1 /2+n* X 1 , where n is 0 or a positive integer.

為達上揭目的，本發明系統化樑柱結構的製造方法，包含下列步驟：設置包含複數條柱主筋之一柱主筋系統，使該些柱主筋分別沿一柱延伸方向延伸，且使該些柱主筋在垂直於該柱延伸方向且彼此垂直之一第一方向上及一第二方向上排列成一陣列，其中該陣列在該第一方向上具有固定為一第一單位間距X 1之複數個第一間隔，且在該第二方向上具有固定為該第一單位間距X 1之複數個第二間隔；設置包含複數條第一樑主筋之一第一樑主筋系統，使該些第一樑主筋分別沿該第二方向延伸並穿設於該些第一間隔中；其中，至少部分該些第一樑主筋係在該第一方向上以該第一單位間距X 1間隔排列；以及設置一混凝土結構包圍及填充該柱主筋系統與該第一樑主筋系統以分別形成一柱體及一第一樑體；其中，該柱體具有垂直於該第一方向且平行於該第二方向之一第一柱側面，該第一樑體具有垂直於該第一方向且平行於該第二方向之一第一樑側面，該第一柱側面及該第一樑側面彼此平行且在該第一方向上之水平間距為X 1/2+n* X 1，其中n為0或正整數。 To achieve the above-mentioned purpose, the present invention provides a method for manufacturing a systematic beam-column structure, comprising the following steps: providing a column main bar system comprising a plurality of column main bars, so that the column main bars extend respectively along a column extension direction, and the column main bars are arranged in an array in a first direction and a second direction perpendicular to the column extension direction and perpendicular to each other, wherein the array has a plurality of first intervals fixed to a first unit spacing x 1 in the first direction, and has a plurality of second intervals fixed to the first unit spacing x 1 in the second direction; providing a first beam main bar system comprising a plurality of first beam main bars, so that the first beam main bars extend respectively along the second direction and penetrate in the first intervals; wherein at least part of the first beam main bars are arranged in the first direction at the first unit spacing x 1. 1 ; and a concrete structure is provided to surround and fill the column main reinforcement system and the first beam main reinforcement system to form a column and a first beam respectively; wherein the column has a first column side surface perpendicular to the first direction and parallel to the second direction, the first beam has a first beam side surface perpendicular to the first direction and parallel to the second direction, the first column side surface and the first beam side surface are parallel to each other and the horizontal spacing in the first direction is X 1 /2+n*X 1 , wherein n is 0 or a positive integer.

為方便本領域的技術人員能夠對本發明的意旨、結構及其功效，獲得深入的理解，底下舉出一較佳實施例配合所附的圖式，將本發明做詳細說明如下。In order to facilitate those skilled in the art to gain an in-depth understanding of the meaning, structure and effects of the present invention, a preferred embodiment is given below with the accompanying drawings to describe the present invention in detail as follows.

本發明提供一種系統化樑柱結構及其方法。首先，參閱圖1和圖2，用來實現本發明之系統化樑柱結構之實施例。The present invention provides a systematized beam structure and method thereof. First, referring to FIG. 1 and FIG. 2, an embodiment of the systematized beam structure of the present invention is implemented.

實施例一Embodiment 1

如圖1和圖2所示，本發明的系統化樑柱結構100包含一柱主筋系統10、一第一樑主筋系統20以及一混凝土結構30。柱主筋系統10包含複數條柱主筋11，該些柱主筋11分別沿一柱延伸方向Z延伸，其中，該些柱主筋11在垂直於柱延伸方向Z且彼此垂直之一第一方向X上及一第二方向Y上排列成一陣列。也就是說，如圖1所示的三維空間中，柱延伸方向Z係與第一方向X及第二方向Y呈垂直。接著，圖2為從柱延伸方向Z俯視的剖視圖，可看到該些柱主筋11係沿著靠近柱側面的區域分佈並圍成方框，其中包含沿著第一方向X上排成的彼此平行的兩列。接著於其中一列之兩端，沿著第二方向Y分佈設置柱主筋11至另一列之兩端，且於第二方向Y上排成兩列的該些柱主筋11彼此平行。換言之，於第一方向X上排成兩列的該些柱主筋11以及於第二方向Y上的該些柱主筋11分別將其兩端延伸排列形成陣列。然而在不同實施例中，柱主筋11排列成的陣列亦可形成為其他型式，例如變化為矩形，或於內圈設置內圈柱筋等，但不以此為限。As shown in FIG. 1 and FIG. 2 , the systematic beam-column structure 100 of the present invention includes a column main reinforcement system 10, a first beam main reinforcement system 20, and a concrete structure 30. The column main reinforcement system 10 includes a plurality of column main reinforcements 11, and the column main reinforcements 11 extend along a column extension direction Z, respectively, wherein the column main reinforcements 11 are arranged in an array in a first direction X and a second direction Y perpendicular to the column extension direction Z and perpendicular to each other. That is, in the three-dimensional space shown in FIG. 1 , the column extension direction Z is perpendicular to the first direction X and the second direction Y. Next, FIG. 2 is a cross-sectional view viewed from the column extension direction Z, and it can be seen that the column main reinforcements 11 are distributed along the area close to the side of the column and enclosed in a square frame, which includes two parallel rows arranged along the first direction X. Then, at both ends of one of the rows, column main ribs 11 are arranged along the second direction Y to both ends of the other row, and the column main ribs 11 arranged in two rows in the second direction Y are parallel to each other. In other words, the column main ribs 11 arranged in two rows in the first direction X and the column main ribs 11 in the second direction Y extend their two ends to form an array. However, in different embodiments, the array formed by the column main ribs 11 can also be formed in other forms, such as a rectangle, or an inner circle column rib is arranged in the inner circle, but it is not limited thereto.

如圖2和圖3所示，陣列在第一方向X上具有固定為一第一單位間距X 1之複數個第一間隔，且在第二方向Y上具有固定為該第一單位間距X 1之複數個第二間隔。具體來說，陣列中於第一方向X上的該些柱主筋11彼此間隔第一單位間距X 1作排列；於第二方向Y上的該些柱主筋11彼此間隔第一單位間距X 1作排列。於本發明實施例中，其中，第一單位間距X 1大於等於75mm，且較佳為100mm。以使本發明實施例中排成陣列的該些柱主筋11皆以相同的單位間距作排列。 As shown in Figures 2 and 3, the array has a plurality of first intervals fixed to a first unit spacing X 1 in the first direction X, and has a plurality of first intervals fixed to the first unit spacing X 1 in the second direction Y. A plurality of second intervals. Specifically, the main column ribs 11 in the array in the first direction arrangement. In the embodiment of the present invention, the first unit spacing X 1 is greater than or equal to 75 mm, and is preferably 100 mm. In this way, the column main ribs 11 arranged in an array in the embodiment of the present invention are all arranged at the same unit spacing.

第一樑主筋系統20係包含複數條第一樑主筋21，該些第一樑主筋21分別沿第二方向Y延伸並穿設於該些第一間隔中，也就是說，第一樑主筋21在第一方向X彼此以間隔第一單位間距X 1並排設置並分別沿第二方向Y穿設於第一間隔中，以使每一第一間隔中皆有一條第一樑主筋21的排列。 The first beam main reinforcement system 20 includes a plurality of first beam main reinforcements 21, which extend along the second direction Y and penetrate the first intervals. That is, the first beam main reinforcements 21 are arranged side by side with a first unit spacing X1 in the first direction X and penetrate the first intervals along the second direction Y, so that there is one first beam main reinforcement 21 arranged in each first interval.

從圖2可看到混凝土結構30包圍及填充柱主筋系統10與第一樑主筋系統20以分別形成圖1中一柱體31及一第一樑體32，其中，柱體31具有垂直於第一方向X且平行於第二方向Y之一第一柱側面311。具體來說，參考圖1所示，柱體31的第一柱側面311係於柱延伸方向Z延伸並與第二方向Y形成的平面，且垂直於第一方向X。第一樑體32具有垂直於第一方向X且平行於第二方向Y之一第一樑側面321，具體來說，第一樑體32的第一樑側面321係於第二方向Y延伸並與柱延伸方向Z形成的平面。可看出，第一柱側面311及第一樑側面321彼此平行，且在第一方向X上之水平間距P為X 1/2+n* X 1，其中n為0或正整數。 As can be seen from FIG. 2 , the concrete structure 30 surrounds and fills the column main reinforcement system 10 and the first beam main reinforcement system 20 to form a column 31 and a first beam 32 in FIG. 1 , respectively, wherein the column 31 has a first column side surface 311 perpendicular to the first direction X and parallel to the second direction Y. Specifically, referring to FIG. 1 , the first column side surface 311 of the column 31 is a plane extending in the column extension direction Z and formed with the second direction Y, and is perpendicular to the first direction X. The first beam 32 has a first beam side surface 321 perpendicular to the first direction X and parallel to the second direction Y. Specifically, the first beam side surface 321 of the first beam 32 is a plane extending in the second direction Y and formed with the column extension direction Z. It can be seen that the first column side surface 311 and the first beam side surface 321 are parallel to each other, and a horizontal distance P between them in the first direction X is X 1 /2+n*X 1 , where n is 0 or a positive integer.

於本發明實施例中，進一步包含一第二樑主筋系統40，其係與第一樑主筋系統20設置於柱主筋系統10的相對側，並包含複數條第二樑主筋41，該些第二樑主筋41分別沿第二方向Y延伸並穿設於該些第一間隔中，也就是說，第二樑主筋41朝第一方向X彼此以間隔第一單位間距X 1設置並分別沿第二方向Y穿設於第一間隔中，以使每一第一間隔中皆有一條第二樑主筋41。 In the embodiment of the present invention, a second beam main reinforcement system 40 is further included, which is arranged on the opposite side of the column main reinforcement system 10 with the first beam main reinforcement system 20, and includes a plurality of second beam main reinforcements 41. The second beam main reinforcements 41 extend along the second direction Y and penetrate the first intervals. That is, the second beam main reinforcements 41 are arranged at a first unit spacing X1 in the first direction X and penetrate the first intervals along the second direction Y, so that there is a second beam main reinforcement 41 in each first interval.

另外，第二樑主筋41分別與至少部分該些第一樑主筋21相連接或為至少部分該些第一樑主筋21之延伸，也就是說，第二樑主筋系統40內可能會包含至少部分的第一樑主筋21在內，或是部分的第二樑主筋41與部分的第一樑主筋21能透過續接器或其他機制固定連接（未繪示），且第二樑主筋系統40內所設置排列的第一樑主筋21和第二樑主筋41數量不以此為限。In addition, the second beam main reinforcement 41 is respectively connected to at least part of the first beam main reinforcement 21 or is an extension of at least part of the first beam main reinforcement 21. That is to say, the second beam main reinforcement system 40 may include at least part of the first beam main reinforcement 21, or part of the second beam main reinforcement 41 and part of the first beam main reinforcement 21 can be fixedly connected through connectors or other mechanisms (not shown), and the number of first beam main reinforcement 21 and second beam main reinforcement 41 arranged in the second beam main reinforcement system 40 is not limited thereto.

其中，混凝土結構30包圍及填充第二樑主筋系統40以形成一第二樑體33，第二樑體33具有垂直於第一方向X且平行於第二方向Y之一第二樑側面331，具體來說，第二樑體33的第二樑側面331係於第二方向Y延伸並與柱延伸方向Z交界形成的平面。The concrete structure 30 surrounds and fills the second beam main reinforcement system 40 to form a second beam body 33. The second beam body 33 has a second beam side surface 331 perpendicular to the first direction X and parallel to the second direction Y. Specifically, the second beam side surface 331 of the second beam body 33 is a plane extending in the second direction Y and intersecting with the column extension direction Z.

於本發明實施例中，進一步包含一第三樑主筋系統50，其係與第一樑主筋系統20設置於柱主筋系統10的相鄰側，並包含複數條第三樑主筋51，該些第三樑主筋51分別沿第一方向X延伸並穿設於該些第二間隔中，也就是說，第三樑主筋51朝第二方向Y彼此以間隔第一單位間距X 1設置並分別沿第一方向X穿設於第二間隔中，以使每一第二間隔中皆有一條第三樑主筋51。 In the embodiment of the present invention, a third beam main reinforcement system 50 is further included, which is arranged on the adjacent side of the column main reinforcement system 10 with the first beam main reinforcement system 20, and includes a plurality of third beam main reinforcements 51, and the third beam main reinforcements 51 extend along the first direction X and penetrate the second intervals, that is, the third beam main reinforcements 51 are arranged at intervals of the first unit spacing X1 in the second direction Y and penetrate the second intervals along the first direction X, so that there is a third beam main reinforcement 51 in each second interval.

其中，混凝土結構30包圍及填充第三樑主筋系統50以形成一第三樑體34；柱體31具有垂直於第二方向Y且平行於第一方向X之一第二柱側面312，第三樑體34具有平行於第一方向X且垂直於第二方向Y之一第三樑側面341，具體來說，參考圖1所示，第三樑體34的第三樑側面341係於第一方向X延伸並與柱延伸方向Z交界形成的平面，與第二柱側面312彼此平行且在第二方向Y上之水平間距H為X 1/2+y* X 1，其中y為0或正整數。 The concrete structure 30 surrounds and fills the third beam main reinforcement system 50 to form a third beam body 34; the column body 31 has a second column side surface 312 perpendicular to the second direction Y and parallel to the first direction X, and the third beam body 34 has a third beam side surface 341 parallel to the first direction X and perpendicular to the second direction Y. Specifically, referring to FIG. 1 , the third beam side surface 341 of the third beam body 34 is a plane extending in the first direction X and intersecting with the column extension direction Z, and is parallel to the second column side surface 312 and has a horizontal distance H in the second direction Y of X 1 /2+y*X 1 , where y is 0 or a positive integer.

另一方面，柱主筋11的柱寬尺寸應符合（N-1）*X 1+150mm，第一樑主筋21、第二樑主筋41以及第三樑主筋51的樑寬尺寸應符合（M-1）*X 1+150mm，其中N和M為0或正整數。上述柱寬及樑寬的尺寸設計能藉此排除過去施工階段需面對的鋼筋衝突問題，透過鋼筋排列方式標準化並將樑柱尺寸離散化，確保鋼筋交會時有足夠施工空間。 On the other hand, the column width of the main reinforcement 11 of the column should meet (N-1)*X 1 +150mm, and the beam width of the first beam main reinforcement 21, the second beam main reinforcement 41 and the third beam main reinforcement 51 should meet (M-1)*X 1 +150mm, where N and M are 0 or positive integers. The above-mentioned column width and beam width size design can eliminate the steel bar conflict problem that has to be faced in the past construction stage. By standardizing the steel bar arrangement and discretizing the beam and column sizes, sufficient construction space is ensured when the steel bars intersect.

如圖4所示，為本發明系統化樑柱結構與地樑之俯視剖面圖。於本發明實施例中，進一步包含一地樑60，其連接於柱體31之底端，其中地樑60在第一方向X上之寬度為柱體31在第一方向X上的寬度加上 X 1*（2k+1）。具體來說，地樑60單側邊之寬度F為柱邊向外推第一單位間距X 1*(k+1/2)，故地樑60寬度之總和應為柱寬外加第一單位間距X 1*(2k+1)相對地，地樑60在第二方向Y上之寬度為柱體31在第二方向Y上的寬度加上X 1*（2k+1），其中k為正整數。藉由此設置，可減少各樑主筋在組裝時衝突的狀況，以增加組裝的便利性。 As shown in FIG4 , it is a top view of the systematized beam-column structure and the ground beam of the present invention. In the embodiment of the present invention, a ground beam 60 is further included, which is connected to the bottom end of the column 31, wherein the width of the ground beam 60 in the first direction X is the width of the column 31 in the first direction X plus X 1 * (2k+1). Specifically, the width F of the single side of the ground beam 60 is the first unit spacing X 1 * (k+1/2) pushed outward from the column side, so the sum of the width of the ground beam 60 should be the column width plus the first unit spacing X 1 * (2k+1). Conversely, the width of the ground beam 60 in the second direction Y is the width of the column 31 in the second direction Y plus X 1 * (2k+1), where k is a positive integer. This arrangement can reduce the conflict between the main reinforcements of each beam during assembly, thereby increasing the convenience of assembly.

實施例二Embodiment 2

如圖5所示，實施例二與實施例一的差別在於。第一樑側面321及第二樑側面331彼此平行且在第一方向X上之水平間距R為m* X 1，其中m為正整數。換言之，第一樑主筋系統20係沿第一方向X平移倍數的第一單位間距X 1；第二樑主筋系統40則相對於第一樑主筋系統20平移反方向倍數的第一單位間距X 1，以形成第一樑主筋系統20與第二樑主筋系統40形成樑錯位的設置。藉由此設置，可應用於不同尺寸的鋼筋依據水平間距R公式作調整及變化樑錯位設計，以確保鋼筋交會時有足夠施工空間。隨後，於工地現場中藉由精確的搬運管理及組裝作業，將樑柱鋼筋於工地現場組合。本發明的系統化樑柱結構的方法因具有簡化施工步驟、減少鋼筋衝突、施工安全迅速以及營建成本經濟合理等優點。 As shown in FIG5 , the difference between the second embodiment and the first embodiment is that the first beam side surface 321 and the second beam side surface 331 are parallel to each other and the horizontal spacing R in the first direction X is m* X1 , where m is a positive integer. In other words, the first beam main reinforcement system 20 is translated along the first direction X by a multiple of the first unit spacing X1 ; the second beam main reinforcement system 40 is translated in the opposite direction relative to the first beam main reinforcement system 20 by a multiple of the first unit spacing X1 , so as to form a beam staggered arrangement of the first beam main reinforcement system 20 and the second beam main reinforcement system 40. With this arrangement, it can be applied to different sizes of steel bars to make adjustments according to the horizontal spacing R formula and change the beam staggered design to ensure that there is sufficient construction space when the steel bars intersect. Subsequently, the beam and column reinforcements are assembled on site through precise handling management and assembly operations. The systematized beam and column structure method of the present invention has the advantages of simplifying construction steps, reducing reinforcement conflicts, safe and rapid construction, and economical and reasonable construction costs.

實施例三Embodiment 3

如圖6所示，實施例三與實施例一的差別在於。第一樑側面321及第二樑側面331彼此平行且在第一方向X上之水平間距D為e* X 1，其中e為正整數。換言之，第一樑主筋系統20係沿第一方向X單側內縮倍數的第一單位間距X 1，以形成第一樑主筋系統20內縮了雙倍的水平間距D並與第二樑主筋系統40形成柱斷面的設置。藉由此設置，不同尺寸的鋼筋依據水平間距D公式作調整及變化柱斷面設計，以確保鋼筋交會時有足夠施工空間。隨後，於工地現場中藉由精確的搬運管理及組裝作業，將樑柱鋼筋於工地現場組合。本發明的系統化樑柱結構的方法因具有簡化施工步驟、減少鋼筋衝突、施工安全迅速以及營建成本經濟合理等優點。 As shown in FIG6 , the difference between the third embodiment and the first embodiment is that the first beam side surface 321 and the second beam side surface 331 are parallel to each other and the horizontal spacing D in the first direction X is e* X1 , where e is a positive integer. In other words, the first beam main reinforcement system 20 is shrunk by a multiple of the first unit spacing X1 along the first direction X, so as to form a setting in which the first beam main reinforcement system 20 is shrunk by double the horizontal spacing D and forms a column section with the second beam main reinforcement system 40. With this setting, steel bars of different sizes are adjusted according to the formula of the horizontal spacing D and the column section design is changed to ensure that there is sufficient construction space when the steel bars intersect. Subsequently, the beam and column reinforcements are assembled on site through precise handling management and assembly operations. The systematized beam and column structure method of the present invention has the advantages of simplifying construction steps, reducing reinforcement conflicts, safe and rapid construction, and economical and reasonable construction costs.

如圖7所示，本發明實施例之製造方法開始於步驟S701，設置包含複數條柱主筋11之一柱主筋系統10，使該些柱主筋11分別沿一柱延伸方向Z延伸，且使該些柱主筋11在垂直於該柱延伸方向Z且彼此垂直之一第一方向X上及一第二方向Y上排列成一陣列，其中該陣列在該第一方向X上具有固定為一第一單位間距X 1之複數個第一間隔，且在該第二方向上具有固定為一第一單位間距X 1之複數個第二間隔。 As shown in FIG. 7 , the manufacturing method of the embodiment of the present invention starts at step S701, where a column main rib system 10 including a plurality of column main ribs 11 is provided, the column main ribs 11 are respectively extended along a column extension direction Z, and the column main ribs 11 are arranged into an array in a first direction X and a second direction Y perpendicular to the column extension direction Z and perpendicular to each other, wherein the array has a plurality of first intervals fixed to a first unit interval X1 in the first direction X, and has a plurality of second intervals fixed to a first unit interval X1 in the second direction.

具體來說，陣列中於第一方向X上的該些柱主筋11彼此間隔第一單位間距X 1作排列；於第二方向Y上的該些柱主筋11彼此間隔第一單位間距X 1作排列。於本發明實施例中，其中，第一單位間距X 1與大於等於75mm，且較佳為100mm。第一單位間距X 1以使本發明實施例中排成陣列的該些柱主筋11皆以相同的單位間距作排列。然而在不同實施例中，柱主筋11排列成的陣列亦可形成為其他型式，例如變化為矩形，或於內圈設置內圈柱筋等，但不以此為限。 Specifically, the main column ribs 11 in the array in the first direction arrangement. In the embodiment of the present invention, the first unit spacing X 1 is greater than or equal to 75 mm, and is preferably 100 mm. The first unit spacing X1 is such that the column main ribs 11 arranged in an array in the embodiment of the present invention are all arranged with the same unit spacing. However, in different embodiments, the array in which the column main ribs 11 are arranged can also be formed in other forms, such as changing to a rectangular shape, or inner ring column ribs are provided in the inner ring, but it is not limited to this.

接著進行至步驟S702，設置包含複數條第一樑主筋21之一第一樑主筋系統20，使該些第一樑主筋21分別沿該第二方向Y延伸並穿設於該些第一間隔中；其中，至少部分該些第一樑主筋21係在該第一方向X上以該第一單位間距X 1間隔排列。也就是說，第一樑主筋21在第一方向X彼此以間隔第一單位間距X 1並排設置並分別沿第二方向Y穿設於第一間隔中，以使每一第一間隔中皆有一條第一樑主筋21的排列。 Then proceed to step S702 to set up a first beam main reinforcement system 20 including a plurality of first beam main reinforcements 21 so that the first beam main reinforcements 21 extend along the second direction Y and penetrate the first intervals. ; Wherein, at least part of the first beam main bars 21 are arranged at intervals in the first direction X with the first unit spacing X1 . That is to say, the first beam main bars 21 are arranged side by side with a first unit spacing X1 in the first direction X and are respectively penetrated in the first intervals along the second direction Y, so that there are Arrangement of main bars 21 of a first beam.

接著進行至步驟S703，設置一混凝土結構30包圍及填充該柱主筋系統10與該第一樑主筋系統20以分別形成一柱體31及一第一樑體32；其中，該柱體31具有垂直於該第一方向X且平行於該第二方向Y之一第一柱側面311，該第一樑體具有垂直於該第一方向X且平行於該第二方向Y之一第一樑側面321，該第一柱側面311及該第一樑側面321彼此平行且在該第一方向X上之水平間距P為X 1/2+n* X 1，其中n為0或正整數。 Then proceed to step S703, a concrete structure 30 is set to surround and fill the column main reinforcement system 10 and the first beam main reinforcement system 20 to form a column 31 and a first beam 32 respectively; wherein the column 31 has a first column side surface 311 perpendicular to the first direction X and parallel to the second direction Y, and the first beam has a first beam side surface 321 perpendicular to the first direction X and parallel to the second direction Y, and the first column side surface 311 and the first beam side surface 321 are parallel to each other and the horizontal distance P in the first direction X is X 1 /2+n*X 1 , wherein n is 0 or a positive integer.

如圖8所示，製造方法進一步包含步驟S801，設置一地樑60連接於該柱體31之底端，其中該地樑60在該第一方向X上之寬度為該柱體31在該第一方向X上的寬度加上第一單位間距X 1*（2k+1），其中k為正整數。 As shown in FIG. 8 , the manufacturing method further includes step S801 of arranging a ground beam 60 connected to the bottom end of the column 31 , wherein the width of the floor beam 60 in the first direction X is equal to the width of the column 31 in the first direction X. The width in one direction X plus the first unit spacing X 1 * (2k+1), where k is a positive integer.

如圖9所示，製造方法進一步包含步驟S901，設置包含複數條第二樑主筋41之一第二樑主筋系統40，其係與該第一樑主筋系統20設置於該柱主筋系統10的相對側，使該些第二樑主筋41分別沿該第二方向Y延伸並穿設於該些第一間隔中；其中，至少部分該些第二樑主筋41係在該第一方向X上以該第一單位間距X 1間隔排列且分別與至少部分該些第一樑主筋21相連接或為至少部分該些第一樑主筋21之延伸； As shown in FIG. 9 , the manufacturing method further includes step S901 , setting up a second beam main reinforcement system 40 including a plurality of second beam main reinforcements 41 , which is opposite to the first beam main reinforcement system 20 and is arranged on the column main reinforcement system 10 . side, the second beam main bars 41 are respectively extended along the second direction Y and penetrated in the first intervals; wherein, at least part of the second beam main bars 41 are tied in the first direction X in the first direction The first unit distances

其中，該混凝土結構30步驟包含設置該混凝土結構30包圍及填充該第二樑主筋系統40以形成一第二樑體33；其中，該第二樑體33具有垂直於該第一方向X且平行於該第二方向Y之一第二樑側面331，該第一樑側面321及該第二樑側面331彼此平行且在該第一方向X上之水平間距R為m* X 1，其中m為正整數。 The step of forming the concrete structure 30 includes setting the concrete structure 30 to surround and fill the second beam main reinforcement system 40 to form a second beam body 33; wherein the second beam body 33 has a second beam side surface 331 perpendicular to the first direction X and parallel to the second direction Y, the first beam side surface 321 and the second beam side surface 331 are parallel to each other and the horizontal distance R in the first direction X is m* X1 , wherein m is a positive integer.

如圖10所示，最後，本發明的製造方法進一步包含步驟S1001，一第三樑主筋系統50，係與該第一樑主筋系統20設置於該柱主筋系統10的相鄰側，並包含複數條第三樑主筋51，該些第三樑主筋51分別沿該第一方向X延伸並穿設於該些第二間隔中；其中，至少部分該些第三樑主筋51係在該第二方向Y上以該第一單位間距X 1間隔排列； As shown in FIG. 10 , finally, the manufacturing method of the present invention further comprises step S1001, a third beam main reinforcement system 50 is disposed on the adjacent side of the column main reinforcement system 10 together with the first beam main reinforcement system 20, and comprises a plurality of third beam main reinforcements 51, wherein the third beam main reinforcements 51 extend along the first direction X and penetrate the second intervals respectively; wherein at least part of the third beam main reinforcements 51 are arranged at the first unit interval X1 in the second direction Y;

其中，該混凝土結構30包圍及填充該第三樑主筋系統50以形成一第三樑體34；該柱體31具有垂直於該第二方向Y且平行於該第一方向X之一第二柱側面312，該第三樑體34具有平行於該第一方向X且垂直於該第二方向Y之一第三樑側面341，該第二柱側面312及該第三樑側面341彼此平行且在該第二方向Y上之水平間距H為X 1/2+y* X 1，其中y為0或正整數。 The concrete structure 30 surrounds and fills the third beam main reinforcement system 50 to form a third beam body 34; the column 31 has a second column perpendicular to the second direction Y and parallel to the first direction X. Side surface 312, the third beam body 34 has a third beam side surface 341 parallel to the first direction X and perpendicular to the second direction Y. The second column side surface 312 and the third beam side surface 341 are parallel to each other and in The horizontal spacing H in the second direction Y is X 1 /2+y* X 1 , where y is 0 or a positive integer.

本發明的系統化樑柱結構的方法因具有簡化施工步驟、減少鋼筋衝突、施工安全迅速以及營建成本經濟合理等優點。藉此，可將工地中工作量降至最低、減少人力及施工時間，進而縮短工期。The systematic beam-column structure method of the present invention has the advantages of simplifying construction steps, reducing steel bar conflicts, safe and rapid construction, and economical and reasonable construction costs. In this way, the workload on the construction site can be minimized, manpower and construction time can be reduced, thereby shortening the construction period.

縱使本發明已由上述之實施例詳細敘述而可由熟悉本技藝之人士任施匠思而為諸般修飾，然皆不脫如附申請專利範圍所欲保護者。故，凡依本發明申請專利範圍及專利說明書內容所作簡單的等效變化與修飾，皆應屬本發明專利涵蓋之範圍內。Although the present invention has been described in detail by the above embodiments and can be modified by people familiar with the art, they are still within the scope of the patent application. Therefore, all simple equivalent changes and modifications made according to the scope of the patent application and the content of the patent specification should be within the scope of the present invention.

100:樑柱結構 10:柱主筋系統 11:柱主筋 20:第一樑主筋系統 21:第一樑主筋 30:混凝土結構 31:柱體 311:第一柱側面 312:第二柱側面 32:第一樑體 321:第一樑側面 33:第二樑體 331:第二樑側面 34:第三樑體 341:第三樑側面 40:第二樑主筋系統 41:第二樑主筋 50:第三樑主筋系統 51:第三樑主筋 60:地樑 X:第一方向 Y:第二方向 Z:柱延伸方向 X 1:單位間距 P:水平間距 H:水平間距 R:水平間距 D:水平間距 F:地梁單側邊寬度 S701:步驟 S702:步驟 S703:步驟 S801:步驟 S901:步驟 S1001:步驟 100: beam-column structure 10: column main reinforcement system 11: column main reinforcement 20: first beam main reinforcement system 21: first beam main reinforcement 30: concrete structure 31: column 311: first column side 312: second column side 32: first beam 321: first beam side 33: second beam 331: second beam side 34: third beam 341: third beam side 40: second beam main reinforcement system 41: second beam main reinforcement 50: third beam main reinforcement system 51: third beam main reinforcement 60: ground beam X: first direction Y: second direction Z: column extension direction X 1 :Unit spacing P:Horizontal spacing H:Horizontal spacing R:Horizontal spacing D:Horizontal spacing F:Single side width of ground beam S701:Step S702:Step S703:Step S801:Step S901:Step S1001:Step

圖1為本發明系統化樑柱結構之混凝土結構之立體示意圖。 圖2為本發明系統化樑柱結構之實施例一之俯視剖面圖。 圖3為圖2的局部放大示意圖。 圖4為本發明系統化樑柱結構與地樑之俯視剖面圖。 圖5為本發明系統化樑柱結構之實施例二之俯視剖面圖。 圖6為本發明系統化樑柱結構之實施例三之俯視剖面圖。 圖7為本發明系統化樑柱結構的製造方法之主要步驟流程圖。 圖8為本發明系統化樑柱結構的製造方法之詳細步驟流程圖。 圖9為本發明系統化樑柱結構的製造方法之詳細步驟流程圖。 圖10為本發明系統化樑柱結構的製造方法之詳細步驟流程圖。 FIG. 1 is a three-dimensional schematic diagram of the concrete structure of the systematized beam-column structure of the present invention. FIG. 2 is a top view cross-sectional diagram of the first embodiment of the systematized beam-column structure of the present invention. FIG. 3 is a partially enlarged schematic diagram of FIG. 2. FIG. 4 is a top view cross-sectional diagram of the systematized beam-column structure and the ground beam of the present invention. FIG. 5 is a top view cross-sectional diagram of the second embodiment of the systematized beam-column structure of the present invention. FIG. 6 is a top view cross-sectional diagram of the third embodiment of the systematized beam-column structure of the present invention. FIG. 7 is a flow chart of the main steps of the manufacturing method of the systematized beam-column structure of the present invention. FIG. 8 is a detailed step flow chart of the manufacturing method of the systematized beam-column structure of the present invention. FIG. 9 is a detailed step flow chart of the manufacturing method of the systematized beam-column structure of the present invention. FIG. 10 is a detailed step flow chart of the manufacturing method of the systematized beam-column structure of the present invention.

100:樑柱結構 100: beam and column structure

10:柱主筋系統 10: Column main reinforcement system

11:柱主筋 11: Main reinforcement of column

20:第一樑主筋系統 20:First beam main reinforcement system

21:第一樑主筋 21: Main reinforcement of the first beam

30:混凝土結構 30: Concrete structure

311:第一柱側面 311: Side of the first column

312:第二柱側面 312: Side of second column

321:第一樑側面 321: Side of the first beam

331:第二樑側面 331: Side of the second beam

341:第三樑側面 341: Side of the third beam

40:第二樑主筋系統 40: Second beam main reinforcement system

41:第二樑主筋 41:Second beam main reinforcement

50:第三樑主筋系統 50:Third beam main reinforcement system

51:第三樑主筋 51: Main reinforcement of the third beam

X:第一方向 X: First direction

Y:第二方向 Y: Second direction

P:水平間距 P: horizontal spacing

H:水平間距 H: horizontal spacing

Claims (5)

一種系統化樑柱結構，包含：          一柱主筋系統，係包含複數條柱主筋，該些柱主筋分別沿一柱延伸方向延伸；其中，該些柱主筋在垂直於該柱延伸方向且彼此垂直之一第一方向上及一第二方向上排列成一陣列，且該陣列在該第一方向上具有固定為一第一單位間距X 1之複數個第一間隔，且在該第二方向上具有固定為該第一單位間距X 1之複數個第二間隔；          一第一樑主筋系統，係包含複數條第一樑主筋，該些第一樑主筋分別沿該第二方向延伸並穿設於該些第一間隔中；其中，至少部分該些第一樑主筋係在該第一方向上以該第一單位間距X 1間隔排列；以及          一混凝土結構，包圍及填充該柱主筋系統與該第一樑主筋系統以分別形成一柱體及一第一樑體；其中，該柱體具有垂直於該第一方向且平行於該第二方向之一第一柱側面，該第一樑體具有垂直於該第一方向且平行於該第二方向之一第一樑側面，該第一柱側面及該第一樑側面彼此平行且在該第一方向上之水平間距為X 1/2+n* X 1，其中n為0或正整數。 A systematic beam-column structure, including: A column main reinforcement system, which includes a plurality of column main reinforcements, and these column main reinforcements respectively extend along the extension direction of a column; wherein, these column main reinforcements are perpendicular to the extension direction of the column and perpendicular to each other. Arranged in an array in a first direction and a second direction, and the array has a plurality of first intervals fixed at a first unit spacing X 1 in the first direction, and has a fixed distance in the second direction be a plurality of second intervals of the first unit spacing in the first interval; wherein at least part of the first beam main reinforcements are arranged at intervals in the first direction with the first unit spacing X 1 ; and a concrete structure surrounds and fills the column main reinforcement system and the first beam The main reinforcement system forms a column and a first beam respectively; wherein, the column has a first column side perpendicular to the first direction and parallel to the second direction, and the first beam has a first column side perpendicular to the first direction and parallel to the second direction. A first beam side in the first direction and parallel to the second direction, the first column side and the first beam side are parallel to each other and the horizontal spacing in the first direction is X 1 /2+n* X 1 , where n is 0 or a positive integer. 如請求項1所述的系統化樑柱結構，其中，第一單位間距X 1大於等於75mm。 The systematic beam-column structure as claimed in claim 1, wherein the first unit spacing X 1 is greater than or equal to 75 mm. 如請求項1所述的系統化樑柱結構，進一步包含一地樑連接於該柱體之底端，其中該地樑在該第一方向上之寬度為該柱體在該第一方向上的寬度加上 X 1*（2k+1），其中k為正整數。 The systematic beam-column structure as described in claim 1 further comprises a ground beam connected to the bottom end of the column, wherein the width of the ground beam in the first direction is the width of the column in the first direction plus X 1 * (2k+1), wherein k is a positive integer. 一種系統化樑柱結構製造方法，包含下列步驟：          設置包含複數條柱主筋之一柱主筋系統，使該些柱主筋分別沿一柱延伸方向延伸，且使該些柱主筋在垂直於該柱延伸方向且彼此垂直之一第一方向上及一第二方向上排列成一陣列，其中該陣列在該第一方向上具有固定為一第一單位間距X 1之複數個第一間隔，且在該第二方向上具有固定為該第一單位間距X 1之複數個第二間隔；          設置包含複數條第一樑主筋之一第一樑主筋系統，使該些第一樑主筋分別沿該第二方向延伸並穿設於該些第一間隔中；其中，至少部分該些第一樑主筋係在該第一方向上以該第一單位間距X 1間隔排列；以及          設置一混凝土結構包圍及填充該柱主筋系統與該第一樑主筋系統以分別形成一柱體及一第一樑體；其中，該柱體具有垂直於該第一方向且平行於該第二方向之一第一柱側面，該第一樑體具有垂直於該第一方向且平行於該第二方向之一第一樑側面，該第一柱側面及該第一樑側面彼此平行且在該第一方向上之水平間距為X 1/2+n* X 1，其中n為0或正整數。 A systematic manufacturing method of beam-column structures, including the following steps: Set up a column main reinforcement system including a plurality of column main reinforcements, so that the column main reinforcements extend along the extension direction of a column, and make the column main reinforcements extend perpendicular to the column directions and are arranged in an array in a first direction and a second direction that are perpendicular to each other, wherein the array has a plurality of first intervals fixed at a first unit interval X 1 in the first direction, and in the first There are a plurality of second intervals in the two directions fixed as the first unit spacing And penetrated in the first intervals; wherein, at least part of the first beam main bars are arranged at intervals of the first unit spacing X 1 in the first direction; and a concrete structure is provided to surround and fill the column main bars. The system and the first beam main reinforcement system form a column and a first beam respectively; wherein, the column has a first column side perpendicular to the first direction and parallel to the second direction, and the first The beam body has a first beam side perpendicular to the first direction and parallel to the second direction. The first column side and the first beam side are parallel to each other and the horizontal distance in the first direction is X 1 / 2+n* X 1 , where n is 0 or a positive integer. 如請求項4所述的製造方法，進一步包含設置一地樑連接於該柱體之底端，其中該地樑在該第一方向上之寬度為該柱體在該第一方向上的寬度加上 X 1*（2k+1），其中k為正整數。 The manufacturing method as claimed in claim 4, further comprising arranging a ground beam connected to the bottom end of the column, wherein the width of the ground beam in the first direction is the width of the column in the first direction plus X 1 * (2k+1), where k is a positive integer.
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CN102864842A (en) * 2012-10-26 2013-01-09 上海中锦建设集团股份有限公司 Core anchoring barrel type node system of reinforced concrete frame structure and application of core anchoring barrel type node system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102864842A (en) * 2012-10-26 2013-01-09 上海中锦建设集团股份有限公司 Core anchoring barrel type node system of reinforced concrete frame structure and application of core anchoring barrel type node system

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