TWI755276B - The method of applying the buckling beam bracing structure - Google Patents
The method of applying the buckling beam bracing structure Download PDFInfo
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- TWI755276B TWI755276B TW110104818A TW110104818A TWI755276B TW I755276 B TWI755276 B TW I755276B TW 110104818 A TW110104818 A TW 110104818A TW 110104818 A TW110104818 A TW 110104818A TW I755276 B TWI755276 B TW I755276B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23D—PLANING; SLOTTING; SHEARING; BROACHING; SAWING; FILING; SCRAPING; LIKE OPERATIONS FOR WORKING METAL BY REMOVING MATERIAL, NOT OTHERWISE PROVIDED FOR
- B23D79/00—Methods, machines, or devices not covered elsewhere, for working metal by removal of material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
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Abstract
一種挫屈束制支撐構造的施作方法,其係包括:將切割複數個模組化鐵片;模組化鐵片嵌設核心柱,並且模組化鐵片包覆核心柱,核心柱係由主軸材加上輔助軸材組合而成,核心柱穿入設置圍束管,並且圍束管包覆核心柱及模組化鐵片,圍束管的兩端係各別連接阻擋件,而圍束管的中央位置處開設灌漿孔,以及將灌漿材透過灌漿孔導入圍束管內,並且灌漿材填滿圍束管內,以及包覆核心柱及模組化鐵片;藉此,本發明透過模組化鐵片嵌設在核心柱,以致避免核心柱與灌漿材接觸,以及避免防止因核心柱或圍束管生鏽而連接在一起的情況發生。A method for constructing a buckling beam support structure, which comprises: cutting a plurality of modular iron sheets; embedding the modular iron sheets into a core column, and covering the core column with the modular iron sheets; It is composed of a main shaft and an auxiliary shaft. The core column penetrates and sets a surrounding tube, and the surrounding tube covers the core column and the modular iron sheet. The two ends of the surrounding tube are connected with stoppers respectively. A grouting hole is opened at the center of the surrounding tube, and the grouting material is introduced into the surrounding tube through the grouting hole, and the grouting material fills the surrounding tube, and covers the core column and the modular iron sheet; In the invention, the modularized iron sheet is embedded in the core column, so as to avoid the contact between the core column and the grouting material, and prevent the occurrence of the situation that the core column or the surrounding tube is connected together due to rust.
Description
本創作係關於一種挫屈束制支撐構造的施作方法,特別是指一種避免核心單元與混泥土接觸及防止生鏽接合及精確的控制挫屈束制支撐構造的施作方法。 This creation relates to a method for constructing a buckling beam support structure, especially a method for avoiding the contact between the core unit and the concrete, preventing rust joints, and accurately controlling the buckling beam supporting structure.
按,挫屈束制支撐裝置(Buckling Restrained Braces,BRB)是用以裝設在建築物的梁柱結構上之主要構件,當外部在震動(例如地震)發生時,挫屈束制支撐裝置能先承受樓層剪力,代替樓層結構先產生作動消能,避免樓層梁柱結構受損,並且避免房屋坍塌的情況發生,並且以達到小震不壞、中震可修,大震不倒之耐震及制震效果。 Press, Buckling Restrained Braces (BRB) is the main component installed on the beam-column structure of the building. When the external vibration (such as earthquake) occurs, the Buckling Restrained Braces can be First bear the shear force of the floor, instead of the floor structure, first generate the actuation energy dissipation, avoid the damage of the floor beam-column structure, and avoid the collapse of the house, and achieve the earthquake resistance that the small earthquake is not damaged, the medium earthquake can be repaired, and the big earthquake does not collapse and shock-absorbing effect.
而習知的挫屈束制支撐裝置,其包括軸力構件、挫屈抵抗單元及砂漿,挫屈抵抗單元包括呈中空管狀套設在軸力構件外的支撐套管以及填充在支撐套管內並且包覆軸力構件的混泥土或砂漿層,軸力構件的兩端分別伸出挫屈抵抗單元,用以連接至梁柱結構上預設的接合板,藉此吸收梁柱結構的震動力量,而挫屈抵抗單元的作用在於,由於軸力構件抵抗挫屈(Buckle)的能力較弱於抵抗拉伸的能力,藉此挫屈抵抗單元、混泥土及砂漿是提供軸力構件徑向的束制力,以致增加軸力構件抵抗當地震來時該構件產生拉壓狀態時,其係防止挫屈發生的情形。 The conventional buckling beam support device includes an axial force member, a buckling resistance unit and mortar. The buckling resistance unit includes a hollow tubular support sleeve sleeved outside the axial force member and filled in the support sleeve. And the concrete or mortar layer covering the axial force member, the two ends of the axial force member respectively protrude the buckling resistance unit to connect to the preset joint plate on the beam-column structure, thereby absorbing the vibration force of the beam-column structure , and the function of the buckling resistance element is that, since the ability of the axial force member to resist buckling (buckle) is weaker than the ability to resist tension, the buckling resistance element, concrete and mortar provide the radial direction of the axial force member. The restraining force so as to increase the resistance of the axial member to the tension and compression state of the member when the earthquake occurs, which prevents the occurrence of buckling.
但是,依前述的挫屈束制支撐裝置的製造方法是先將軸力構件的周壁上黏著或塗佈脫層材,脫層材為高密度泡棉板、橡膠、橡膠板、矽膠板、發泡樹脂及保麗龍其中之一,接著軸力構件套設在支撐套管內,之後再將混凝土澆注到支撐套管內成型。 However, according to the above-mentioned manufacturing method of the buckling bundled support device, the peripheral wall of the axial force member is firstly adhered or coated with a delamination material, and the delamination material is high-density foam board, rubber, rubber board, silicon rubber board, hair One of foam resin and styrofoam, and then the axial force member is sleeved in the support sleeve, and then concrete is poured into the support sleeve to form.
然而,習知的挫屈束制支撐裝置的限制在於,軸力構件的周壁上黏著或塗佈脫層材,其係必須等待脫層材乾涸後才能將軸力構件套設在支撐套管內,當裁切黏著或塗佈乾涸的工時皆大於嵌設模組鐵片的工時,並且必須確 定脫層材的黏著或塗佈是否平整、厚度是否一致以及是否牢靠,又,在軸力構件套設在支撐套管時,以及產生摩擦時必須確定是否破裂剝離,而在混凝土澆注到支撐套管內,其係發生砂漿或石頭骨材侵蝕軸力構件之脫層材剝離的情況及灌裝時衝脫轉換段之可壓縮緩衝材而不易察覺,以致挫屈束制支撐裝置已偏離原設計之要求,而影響挫屈束制支撐的品質要求,致使原構件之拉壓比過大,及品質未能有效控制。 However, the limitation of the conventional buckling beam support device is that the delaminated material is adhered or coated on the peripheral wall of the axial force member, and the axial force member can only be sheathed in the support sleeve after the delaminated material has dried up. , when the man-hours of cutting and sticking or coating drying are greater than the man-hours of embedding the module iron sheet, and must be sure Whether the adhesion or coating of the delaminated material is smooth, the thickness is consistent and whether it is reliable, and when the axial force member is sleeved on the support sleeve, and when friction occurs, it must be determined whether it is broken or peeled off, and when the concrete is poured into the support sleeve. In the pipe, the mortar or stone aggregate erodes the delaminated material of the axial force member, and the compressible buffer material of the transition section is washed away during filling, which is not easy to detect, so that the buckling beam support device has deviated from the original design. This will affect the quality requirements of the buckling beam bracing, resulting in an excessively large tension-compression ratio of the original component, and the quality cannot be effectively controlled.
是以,本案發明人在觀察到上述缺失後,認為挫屈束制支撐裝置仍有進一步改良之必要,而遂有本發明之產生。 Therefore, after observing the above-mentioned defects, the inventor of the present application believes that there is still a need for further improvement of the flexion beam support device, and the present invention is born.
本發明之主要目的係在提供一種挫屈束制支撐構造的施作方法,其係透過模組化鐵片嵌設核心柱,並且模組化鐵片包覆緊密核心柱,以致避免核心柱與灌漿材接觸,以及避免防止因核心柱與混凝土或砂漿連接在一起產生結合,以致於作動時造成摩擦力增加至使核心柱不滑動,本發明模組化鐵片比習之技術工法更為讓核心柱平順地及平滑地拉壓作動或因生鏽狀況產生影響,又,防止灌漿材侵蝕軸力構件之脫層材剝離的情況及灌裝時衝脫轉換段之可壓縮緩衝材而不易察覺。 The main purpose of the present invention is to provide a method for constructing a buckling beam support structure, wherein the core column is embedded through the modular iron sheet, and the modular iron sheet wraps the core column tightly, so as to avoid the core column and the core column. The contact of the grouting material, and to prevent the core column from being combined with concrete or mortar, so that the frictional force increases during operation to prevent the core column from sliding, the modular iron sheet of the present invention is more convenient than the conventional technical method. The core column pulls and presses smoothly and smoothly or is affected by the rust condition, and also prevents the grouting material from corroding the delaminated material of the axial force member and peeling off the compressible buffer material of the transition section during filling without being easily detected. .
為達到上述目的,本發明所提供的一種挫屈束制支撐構造的施作方法,其係包括:將切割複數個模組化鐵片;該等模組化鐵片係嵌設一核心柱,並且該等模組化鐵片係包覆該核心柱;該核心柱係穿入設置一圍束管,並且該圍束管係包覆該核心柱及該等模組化鐵片;該圍束管的兩端係各別連接一阻擋件;而該圍束管的中央位置處係開設至少一灌漿孔;以及將一灌漿材透過該灌漿孔導入該圍束管內,並且該灌漿材係填滿該圍束管內,以及包覆該核心柱及該等模組化鐵片。 In order to achieve the above object, the present invention provides a method for constructing a buckling beam support structure, which comprises: cutting a plurality of modular iron sheets; the modular iron sheets are embedded with a core column, And the modular iron sheets cover the core column; the core column is inserted into a bundled tube, and the bundled tube covers the core post and the modularized iron sheets; the bundle Both ends of the pipe are respectively connected with a blocking piece; at least one grouting hole is opened at the central position of the surrounding tube; and a grouting material is introduced into the surrounding tube through the grouting hole, and the grouting material is filled with Fill the surrounding tube, and cover the core column and the modular iron sheets.
較佳地,其中,該等模組化鐵片係包含一緊密卡件,該等緊密卡件係嵌設該核心柱。 Preferably, the modular iron sheets include a tight clip, and the tight clip is embedded with the core column.
較佳地,其中,該核心柱的兩端係各別為一轉換段,該等轉換段係各別固定連接梁柱的一接合板。 Preferably, both ends of the core column are respectively a transition section, and the transition sections are respectively a joint plate that is fixedly connected to the beam column.
較佳地,其中,該核心柱的中間位置處係為一灌漿端,該等模組化鐵片係嵌設在位於該灌漿端的該核心柱,該圍束管係包覆位於該灌漿端的該等模組化鐵片及該核心柱。 Preferably, the middle position of the core column is a grouting end, the modular iron sheets are embedded in the core column located at the grouting end, and the surrounding tube system covers the grouting end. and other modular iron sheets and the core column.
較佳地,其中,該等模組化鐵片係為不鏽鋼材。 Preferably, the modular iron sheets are made of stainless steel.
較佳地,其中,該核心柱的輪廓形狀係選自十字形狀、工字形狀、l字形狀、H字形狀及不規則形狀的其中之一。 Preferably, the outline shape of the core column is selected from one of a cross shape, an I-shape, an L-shape, an H-shape and an irregular shape.
較佳地,其中,該圍束管及該等阻擋件係共同界定出一灌漿空間,該灌漿材係填滿該灌漿空間。 Preferably, the surrounding tube and the blocking members jointly define a grouting space, and the grouting material fills the grouting space.
較佳地,其中,該等轉換段係具有一預留壓縮端,該等模組化鐵片及該等預留壓縮端之間係各別設置一軟質材。 Preferably, the conversion sections have a reserved compression end, and a soft material is respectively provided between the modular iron sheets and the reserved compression ends.
較佳地,其中,該等轉換段係透過複數個螺絲及螺帽栓接梁柱的該等接合板。 Preferably, the conversion sections are bolted to the joint plates of the beams and columns through a plurality of screws and nuts.
較佳地,其中,該等轉換段係銲接梁柱的該等接合板。 Preferably, wherein, the conversion sections are the joint plates of the welded beams and columns.
本發明所提供的挫屈束制支撐構造的施作方法,其主要透過該等模組化鐵片嵌設該核心柱,並且該等模組化鐵片包覆該核心柱,以致避免該核心柱與該灌漿材接觸,以及避免防止因該核心柱與混凝土或砂漿連接在一起產生結合,以致於作動時造成摩擦力增加至使核心柱不滑動,本發明模組化鐵片比習之技術工法更為讓核心柱平順地及平滑地拉壓作動或因生鏽狀況產生影響,另於該核心柱之該等轉換段更有效地嵌入緩衝材,致使牢固不偏差,並且進一步的節省等待脫層材的乾涸時間、組裝快速、組裝時不易剝落破損、減少物料及時間成本並且能精確地控制尺寸。 In the method for constructing the buckling beam support structure provided by the present invention, the core column is mainly embedded through the modular iron sheets, and the modular iron sheets cover the core column, so as to avoid the core column. The column is in contact with the grouting material, and to prevent the core column from being combined with concrete or mortar, so that the frictional force increases during operation to prevent the core column from sliding. The modular iron sheet of the present invention is compared with the conventional technology. The construction method allows the core column to be pulled and pressed smoothly or affected by rust conditions. In addition, the transition sections of the core column are more effectively embedded in the buffer material, so that the core column is firm and does not deviate, and further saves waiting for release. Drying time of the laminate, fast assembly, not easy to peel off during assembly, reduce material and time costs, and accurately control the size.
S01:步驟 S01: Steps
S02:步驟 S02: Steps
S03:步驟 S03: Steps
S04:步驟 S04: Steps
S05:步驟 S05: Steps
S06:步驟 S06: Steps
S07:步驟 S07: Steps
10a,10b,10c:模組化鐵片 10a, 10b, 10c: Modular iron sheets
101b:緊密卡件 101b: Tight clips
20:核心柱 20: Core column
21:轉換段 21: Transition segment
211:預留壓縮端 211: Reserved compression end
212:軟質材 212: Soft material
213:突出卡榫 213: protruding tenon
22:灌漿端 22: Grout end
30:圍束管 30: Bound tube
31:灌漿孔 31: Grout Holes
32:灌漿空間 32: Grouting Space
40:阻擋件 40: Stopper
50:灌漿材 50: Grout
60:接合板 60: Splice plate
圖1為本發明第一實施例挫屈束制支撐構造的施作方法的流程圖。 FIG. 1 is a flow chart of a method for applying the flexion beam support structure according to the first embodiment of the present invention.
圖2為本發明第一實施例步驟S01及步驟S02的施作方法的示意圖。 FIG. 2 is a schematic diagram of the operation method of step S01 and step S02 according to the first embodiment of the present invention.
圖3為本發明第一實施例步驟S03的施作方法的示意圖。 FIG. 3 is a schematic diagram of the operation method of step S03 according to the first embodiment of the present invention.
圖4為本發明第一實施例步驟S04及步驟S05的施作方法的示意圖。 FIG. 4 is a schematic diagram of the operation method of step S04 and step S05 according to the first embodiment of the present invention.
圖5為本發明第一實施例步驟S06的施作方法的示意圖。 FIG. 5 is a schematic diagram of the operation method of step S06 according to the first embodiment of the present invention.
圖6為本發明第一實施例的局部剖面立體圖。 6 is a partial cross-sectional perspective view of the first embodiment of the present invention.
圖7為本發明第二實施例的挫屈束制支撐構造的施作方法的流程圖。 FIG. 7 is a flow chart of a method for applying the buckling beam bracing structure according to the second embodiment of the present invention.
圖8為本發明第二實施例的局部剖面立體圖。 8 is a partial cross-sectional perspective view of a second embodiment of the present invention.
圖9為本發明第二實施例步驟S07的施作方法的示意圖。 FIG. 9 is a schematic diagram of the operation method of step S07 according to the second embodiment of the present invention.
圖10為本發明另一較佳實施例的模組化鐵片及核心柱的結合示意圖。 10 is a schematic diagram of the combination of the modular iron sheet and the core column according to another preferred embodiment of the present invention.
(第1實施例施作方法的步驟流程) (The flow of steps of the first embodiment of the operation method)
以下,參照圖式,說明本發明的挫屈束制支撐構造的施作方法的第一實施例的實施形態。 Hereinafter, with reference to the drawings, an embodiment of the first example of the method of applying the buckling beam support structure of the present invention will be described.
請參閱圖1至圖5所示,圖1為本發明第一實施例挫屈束制支撐構造的施作方法的流程圖,圖2為本發明第一實施例步驟S01及步驟S02的施作方法的示意圖,圖3為本發明第一實施例步驟S03的施作方法的示意圖,圖4至圖5為本發明第一實施例步驟S04、步驟S05及步驟S06的施作方法的示意圖。一種挫屈束制支撐構造的施作方法,其係包括下列步驟: Please refer to FIG. 1 to FIG. 5. FIG. 1 is a flowchart of a method for applying a flexion beam support structure according to the first embodiment of the present invention, and FIG. 2 is the operation of steps S01 and S02 according to the first embodiment of the present invention. Fig. 3 is a schematic diagram of the operation method of step S03 according to the first embodiment of the present invention, and Figs. 4 to 5 are schematic diagrams of the operation method of step S04, step S05 and step S06 according to the first embodiment of the present invention. A method for applying a buckling beam bracing structure, which comprises the following steps:
步驟S01:將切割複數個模組化鐵片10a,10b,10c。在本實施例中,該等模組化鐵片10a,10b,10c係為不鏽鋼材,而不鏽鋼材係包含馬口鐵、錏鐵、鍍鋅鐵及不銹蝕鐵片,而該等模組化鐵片10a,10b,10c的厚度係為1mm以上,或以黏貼該等模組化鐵片10a,10b,10c內側塑膠(發泡材質)的厚度係為1mm以上。
Step S01: Cutting a plurality of
需特別說明的是,藉由作為本發明概念的理想化示例性圖的剖視圖來闡述詳細說明中的示例性實施例。相應地,可根據製造技術及/或可容許的誤差來修改示例性圖的形狀。因此,本發明概念的示例性實施例並非僅限於示例性圖中所示出的特定形狀,而是可包括可根據製造製程而產生的其他形狀。圖式中所例示的區域具有一般特性,且用於說明元件的特定形狀。因此,此不應被視為僅限於本發明概念的範圍。 It is particularly noted that the exemplary embodiments in the detailed description are illustrated in cross-section that are idealized exemplary illustrations of the inventive concepts. Accordingly, the shapes of the exemplary figures may be modified according to manufacturing techniques and/or tolerable errors. Thus, exemplary embodiments of the inventive concept are not limited to the specific shapes shown in the exemplary figures, but may include other shapes that may be produced according to manufacturing processes. The regions illustrated in the figures have general characteristics and are used to illustrate specific shapes of elements. Therefore, this should not be construed as limiting the scope of the inventive concept only.
步驟S02:該等模組化鐵片10a,10b,10c係嵌設一核心柱20,並且該等模組化鐵片10a,10b,10c係包覆該核心柱20。在本實施例中,如圖2所示,該核心柱20的輪廓形狀係選自十字形狀、工字形狀、l字形狀、H字形狀及不規則形狀的其中之一,並且該核心柱20係由主軸材加上輔助(補強)軸材組合而成。
Step S02 : the
步驟S03:該核心柱20係穿入設置一圍束管30,並且該圍束管30係包覆該核心柱20及該等模組化鐵片10a,10b,10c。需進一步說明的是,該等模組化鐵片10a,10b,10c、該核心柱20及該圍束管30同時製作成型,並且該圍束管30係選自為一體成形或組合式(其細分為上工段及下工段),本發明係舉該圍束管30為分為上工段及下工段,但本發明不以此為限制。
Step S03 : the
步驟S04:該圍束管30的兩端係各別連接一阻擋件40。
Step S04 : two ends of the confining
步驟S05:而該圍束管30的中央位置處係開設至少一灌漿孔31;以及
Step S05: at least one
步驟S06:將一灌漿材50透過該灌漿孔31導入該圍束管30內,並且該灌漿材50係填滿該圍束管30內,以及包覆該核心柱20及該等模組化鐵片10a,10b,10c,灌漿結束乾涸後,再將原開口孔板風回並予滿銲。在本實施例中,該灌漿材50係透過低壓灌漿的方式導入該圍束管30內。
Step S06: A grouting
為供進一步瞭解本發明構造特徵、運用技術手段及所預期達成之功效,茲將本發明使用方式加以敘述,相信當可由此而對本發明有更深入且具體瞭解,如下所述:請繼續參閱圖1至圖5所示,並且搭配圖6所示,圖6為本發明第一實施例的局部剖面立體圖。該核心柱20的中間位置處係為一灌漿端22,該等模組化鐵片10a,10b,10c係嵌設在位於該灌漿端22的該核心柱,而該圍束管30及該等阻擋件40係共同界定出一灌漿空間32,該灌漿材50係填滿該灌漿空間32。
In order to further understand the structural features of the present invention, the application of technical means and the expected effect, the use method of the present invention is described. 1 to FIG. 5 , and in conjunction with FIG. 6 , FIG. 6 is a partial cross-sectional perspective view of the first embodiment of the present invention. The middle position of the
具體來說,如圖2所示,該等模組化鐵片10a,10b,10c係對應該核心柱20的輪廓形狀進行切割,以致該等模組化鐵片10a,10b,10c符合該核心柱20的輪廓形狀,並且該等模組化鐵片10a,10b,10c嵌設在該核心柱20,而在本實施例中,該核心柱20的輪廓形狀係舉工字形狀為例,並且該核心柱20的中央位置處的兩端系各別設置一突出卡榫213。
Specifically, as shown in FIG. 2, the
而後,如圖3至圖5所示,該核心柱20係穿入設置該圍束管30,該圍束管30包覆該核心柱20及該等模組化鐵片10a,10b,10c,並且該圍束管30的兩端係各別連接該等阻擋件40,而該圍束管30的中央位置處開設該灌漿孔31,該灌漿材50透過該灌漿孔31導入該圍束管30內,該灌漿材50係填滿該圍束管30內,以及包覆該核心柱20及該等模組化鐵片10a,10b,10c。
Then, as shown in FIG. 3 to FIG. 5 , the
需進一步說明的是,該等阻擋件40界定出該核心柱20的中間位置處為該灌漿端22,而該核心柱20的兩端為一轉換段21,該等模組化鐵片10a,10b,10c係嵌設在位於該灌漿端22的該核心柱20,而該圍束管30及該等阻擋件40共同界定出該灌漿空間32,該灌漿材50係填滿該灌漿空間32。在本實施例中,該等阻擋件40係防止該灌漿材50溢出至外。
It should be further noted that the blocking
步驟S6之後,施工人員必須把該灌漿孔31封住,藉以防止該灌漿材50係從該灌漿孔31溢出至外。
After step S6, the construction personnel must seal the
最後,該等轉換段21係各別固定連接梁柱的一接合板,該等轉換段21係透過複數個螺絲及螺帽栓接梁柱的該等接合板,又或者該等轉換段21係銲接梁柱的該等接合板。
Finally, the
藉此,由上述說明可進一步得知,本發明的挫屈束制支撐構造的施作方法係透過該等模組化鐵片10a,10b,10c嵌設該核心柱20,並且該等模組化鐵片10a,10b,10c包覆該核心柱20,以致避免該核心柱20與該灌漿材50直接接觸,以及避免防止因該核心柱20或該圍束管30生鏽而連接在一起的情況發生,並且組裝快速、組裝時不易剝落破損、減少物料的成本及精確地控制尺寸。
Therefore, it can be further known from the above description that the method for implementing the buckling beam support structure of the present invention is to embed the
值得一提的是,本發明的挫屈束制支撐構造比較習知的挫屈束制支撐構造的拉壓比數值如下表1所示:
(第2實施例施作方法的步驟流程) (The flow of steps of the second embodiment of the operation method)
以下,參照圖式,說明本發明的挫屈束制支撐構造的施作方法的第二實施例的實施形態。 Hereinafter, with reference to the drawings, an embodiment of the second example of the method of applying the buckling beam support structure of the present invention will be described.
請參閱圖7至圖9所示,並且搭配圖2至圖5所示,圖7為本發明第二實施例的挫屈束制支撐構造的施作方法的流程圖,圖8為本發明第二實施例的 局部剖面立體圖,圖9為本發明第二實施例步驟S07的施作方法的示意圖。第二實施例相較於第一實施例,第二實施例的主要步驟差異在於: Please refer to FIGS. 7 to 9 in conjunction with FIGS. 2 to 5 . FIG. 7 is a flow chart of a method for applying the flexion beam support structure according to the second embodiment of the present invention, and FIG. 8 is the first embodiment of the present invention. of the second embodiment A partial cross-sectional perspective view, FIG. 9 is a schematic diagram of the operation method of step S07 according to the second embodiment of the present invention. Compared with the first embodiment, the main steps of the second embodiment differ in that:
步驟S01:將切割複數個模組化鐵片10a,10b,10c。在本實施例中,該等模組化鐵片10a,10b,10c係為不鏽鋼。
Step S01: Cutting a plurality of
步驟S02:該等模組化鐵片10a,10b,10c係嵌設一核心柱20,並且該等模組化鐵片10a,10b,10c係包覆該核心柱20。在本實施例中,如圖2所示,該核心柱20的輪廓形狀係選自十字形狀、I字形狀、l字形狀、H字形狀及不規則形狀的其中之一。
Step S02 : the
步驟S03:該核心柱20係穿入設置一圍束管30,並且該圍束管30係包覆該核心柱20及該等模組化鐵片10a,10b,10c。
Step S03 : the
步驟S04:該圍束管30的兩端係各別連接一阻擋件40。
Step S04 : two ends of the confining
步驟S05:而該圍束管30的中央位置處係開設至少一灌漿孔31;以及
Step S05: at least one
步驟S06:將一灌漿材50透過該灌漿孔31導入該圍束管30內,並且該灌漿材50係填滿該圍束管30內,以及包覆該核心柱20及該等模組化鐵片10a,10b,10c。
Step S06: A grouting
步驟S07:該核心柱20的兩端係各別為一轉換段21,該轉換段21係各別固定連接梁柱的一接合板60,該等轉換段21係透過複數個螺絲及螺帽栓接梁柱的該等接合板60,又或者該等轉換段係銲接梁柱的該等接合板60。
Step S07: the two ends of the
具體來說,在本實施例中,請繼續參閱圖2、圖3及圖7所示,該核心柱20的輪廓形狀係舉十字形狀為例,該等轉換段21係透過複數個螺絲及螺帽栓接梁柱的該等接合板60,亦或者該等轉換段21係銲接梁柱的該等接合板60,並且該等轉換段21係具有一預留壓縮端211,該等模組化鐵片及該等預留壓縮端211之間係各別設置一軟質材212,該軟質材212係選自發泡樹脂、矽膠、塑膠、泡棉及保麗龍的其中之一。
Specifically, in this embodiment, please continue to refer to FIG. 2 , FIG. 3 and FIG. 7 , the outline shape of the
藉此,第二實施例不僅能達到第一實施例之功效,亦能提供不同的步驟,第二實施例透過該等轉換段21係透過複數個螺絲及螺帽栓接梁柱的該等接合板60,亦或者該等轉換段21係銲接梁柱的該等接合板60,並且透過該等軟質材212的設置,以致達到組裝快速、組裝時不易剝落破損,並且提升該核心柱20及該等接合板60之間的穩固度一致。
Therefore, the second embodiment can not only achieve the effect of the first embodiment, but also provide different steps. The second embodiment uses the
值得再提的是,請參閱圖10所示,圖10為本發明另一較佳實施例的模組化鐵片及核心柱的結合示意圖。該等模組化鐵片10b係包含一緊密卡件101b,該等緊密卡件101b係嵌設該核心柱20,以致該等模組化鐵片10b能緊密的包覆該核心件20。
It is worth mentioning that, please refer to FIG. 10 , which is a schematic diagram of the combination of the modular iron sheet and the core column according to another preferred embodiment of the present invention. The
茲,再將本發明之特徵及其可達成之預期功效陳述如下:本發明所提供的挫屈束制支撐構造的施作方法,其主要透過該等模組化鐵片10a,10b,10c嵌設該核心柱20,並且該等模組化鐵片10a,10b,10c包覆該核心柱20,以致避免該核心柱20與該灌漿材50接觸,以及避免防止因該核心柱20或該圍束管30生鏽而結合的情況發生,另於該核心柱20之該等轉換段21更有效地嵌入緩衝材,致使牢固不偏差,並且進一步的節省等待脫層材的乾涸時間、組裝快速、組裝時不易剝落破損、減少物料、時間成本及精確地控制尺寸,以及防止該核心柱20裝有銲接該圍束管30或底部端板時及習知技術脫層材因高溫破壞的情況發生。
Hereinafter, the features of the present invention and the expected effects that can be achieved are described as follows: The application method of the buckling beam support structure provided by the present invention is mainly embedded through the
藉此,本發明係具有以下實施功效及技術功效: Thereby, the present invention has the following implementation effect and technical effect:
其一,該等模組化鐵片10a,10b,10c對應該核心柱20的輪廓形狀進行切割,以致該等模組化鐵片10a,10b,10c符合該核心柱20的輪廓形狀,藉以達到快速地組裝該等模組化鐵片10a,10b,10c及該核心柱20,進一步減少施工時間。
First, the
其二,該等模組化鐵片10a,10b,10c包覆該核心柱20,以致避免該核心柱20與該灌漿材50接觸,以及避免防止因該核心柱20或該圍束管30連接在一起或因生鏽狀況產生的情況發生。
Second, the
其三,本發明透過挫屈束制支撐構造的施作方法,以致減少物料成本及減少施工時間,更進一步精確地控制尺寸。 Thirdly, the present invention can control the size more accurately by reducing the material cost and construction time through the method of constructing the buckling beam support structure.
綜上所述,本發明在同類產品中實有其極佳之進步實用性,同時遍查國內外關於此類結構之技術資料,文獻中亦未發現有相同的構造存在在先,是以,本發明實已具備發明專利要件,爰依法提出申請。 To sum up, the present invention has excellent progressive practicability among similar products. At the same time, the technical data about such structures at home and abroad have been searched, and no identical structures have been found in the literature. Therefore, The present invention has already met the requirements for an invention patent, and an application can be filed in accordance with the law.
惟,以上所述者,僅係本發明之較佳可行實施例而已,故舉凡應用本發明說明書及申請專利範圍所為之等效結構變化,理應包含在本發明之專利範圍內。 However, the above descriptions are only preferred feasible embodiments of the present invention, so any equivalent structural changes made by applying the description of the present invention and the scope of the patent application should be included in the scope of the present invention.
S01:步驟 S01: Steps
S02:步驟 S02: Steps
S03:步驟 S03: Steps
S04:步驟 S04: Steps
S05:步驟 S05: Steps
S06:步驟 S06: Steps
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- 2021-02-08 TW TW110104818A patent/TWI755276B/en active
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Patent Citations (3)
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US8763320B1 (en) * | 2013-03-01 | 2014-07-01 | National Applied Research Laboratories | Dual-core self-centering buckling-restrained brace |
TWI554667B (en) * | 2014-11-28 | 2016-10-21 | 江文財 | Assembly buckling restrained brace using steel bar |
JP2016118090A (en) * | 2014-12-19 | 2016-06-30 | 株式会社奥村組 | Buckling-restrained brace and method of manufacturing the same |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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TWI790174B (en) * | 2022-06-22 | 2023-01-11 | 彭昭森 | All-steel buckling-beam bracing structure and its construction method |
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TW202231968A (en) | 2022-08-16 |
CN114908892A (en) | 2022-08-16 |
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