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TWI782285B - Reinforcing structure for brick wall - Google Patents

Reinforcing structure for brick wall Download PDF

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Publication number
TWI782285B
TWI782285B TW109119543A TW109119543A TWI782285B TW I782285 B TWI782285 B TW I782285B TW 109119543 A TW109119543 A TW 109119543A TW 109119543 A TW109119543 A TW 109119543A TW I782285 B TWI782285 B TW I782285B
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Taiwan
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peripheral
tension
wall
segment
central
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TW109119543A
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Chinese (zh)
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TW202146744A (en
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邱聰智
黃世建
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財團法人國家實驗研究院
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Abstract

A reinforcing structure for a brick wall is provided. The brick wall comprises a first opening which is defined by a first peripheral portion. The first peripheral portion has a first peripheral section extended along a vertical direction. The reinforcing structure comprises a first covering element. The first covering element has at least one tensile element. The tensile element has a central tensile board and two opposite side tensile boards. The central tensile board is connected between the side tensile boards. The central tensile board and the side tensile boards together cover the first peripheral section.

Description

用於磚牆體之補強結構Reinforcing structure for brick walls

本發明係關於一種補強結構,係指一種用於磚牆體的補強結構。 The invention relates to a reinforcement structure, in particular to a reinforcement structure for brick walls.

習知磚牆於建造時會先形成多個開口,再於各開口中配置窗體結構或門體結構,然,習知磚牆常因地震而於開口的周緣處開始產生裂痕,且裂痕會延伸至磚牆其他部分。為避免裂縫產生滲水、白華現象,通常是將黏著劑填入該些裂痕之中以對磚牆進行修復。 It is known that a plurality of openings will be formed at the time of building a brick wall, and then a window structure or a door body structure is arranged in each opening. Extend to other parts of the brick wall. In order to avoid water seepage and white blooms in the cracks, adhesives are usually filled in the cracks to repair the brick wall.

現有對鋼筋混凝土牆的補強方法是於開口處的四個角落對應的牆面中分別設置角隅補強鋼筋,或者是將補強片設置於位於開口處四個角落所對應的牆體當中。然,前述補強方法均僅是針對四開口角落所對應的局部牆面進行防裂補強,而並非對整面牆體提升耐震強度,因此仍有機會因為受到地震搖晃後,從開口角落處以外的地方裂開。前述補強方法主要適用於鋼筋混凝土牆,無法適用於新砌磚牆的牆體中,也就是若於磚牆中埋設角隅補強鋼筋或補強片,將導致磚牆的磚塊結構受到破壞而容易碎裂。再者,目前仍有許多現有的建築物,其所包含的磚牆已經建造完成,若需使用前述方式進行補強,則需要破壞現有的磚牆結構,不僅耗時費力,最後得到的補強效果也有限。 The existing reinforcing method for the reinforced concrete wall is to arrange corner reinforcing steel bars in the walls corresponding to the four corners of the opening, or to arrange reinforcing sheets in the walls corresponding to the four corners of the opening. However, the aforementioned reinforcement methods are only for crack-proof reinforcement of the local walls corresponding to the corners of the four openings, rather than improving the seismic strength of the entire wall. The place is cracked. The aforementioned reinforcement methods are mainly applicable to reinforced concrete walls, and cannot be applied to new brick walls. That is, if corner reinforcement bars or reinforcement sheets are embedded in the brick walls, the brick structure of the brick walls will be damaged and easily damaged. broken. Furthermore, there are still many existing buildings whose brick walls have already been built. If the aforementioned method is used for reinforcement, the existing brick wall structure needs to be destroyed. limited.

本發明之一主要在於提供一種用於磚牆體的補強結構,該補強結構包括一包覆件,該包覆件係可依照磚牆體的結構強度,決定包覆磚牆體開口周緣部的範圍,再搭配上加強件貼附於開口周緣部以外的磚牆面,及角形件設置於開口角落處,本發明補強結構可在不破壞既有磚牆體的條件下,有效增加磚牆體的耐震程度。 One of the main aspects of the present invention is to provide a reinforcing structure for a brick wall. The reinforcing structure includes a cladding part. In addition, the reinforcing piece is attached to the brick wall outside the peripheral part of the opening, and the corner piece is arranged at the corner of the opening. The reinforcing structure of the present invention can effectively increase the brick wall without destroying the existing brick wall. degree of shock resistance.

本發明之另一目的在於提供一種用於磚牆體的補強結構,該補強結構的包覆件不僅可增加磚牆體耐震度的功效,更可以同時作為窗框或門框之用,而增加本發明補強結構於使用上的廣度。 Another object of the present invention is to provide a reinforcement structure for brick walls. The cladding of the reinforcement structure can not only increase the effect of the earthquake resistance of the brick wall, but also can be used as a window frame or door frame at the same time, thereby increasing the cost. The breadth of inventing reinforcement structures in use.

為解決現有技術的缺失,本發明提供一種用於一磚牆體之補強結構,該磚牆體包含一第一開口,該第一開口由一第一周緣部所界定,該第一周緣部具有一第一周緣段沿一垂直方向延伸。該補強結構包括一第一包覆件,具有至少一拉力單元,該拉力單元具有一中央拉力板及相對的二側拉力板,該中央拉力板連接於該等側拉力板之間,該中央拉力板及該等側拉力板共同包覆該第一周緣段。 In order to solve the deficiencies in the prior art, the present invention provides a reinforcing structure for a brick wall, the brick wall includes a first opening, the first opening is defined by a first peripheral portion, the first peripheral The portion has a first peripheral section extending along a vertical direction. The reinforcement structure includes a first cladding part, has at least one tension unit, and the tension unit has a central tension plate and two opposite side tension plates, the central tension plate is connected between the side tension plates, the central tension The plate and the side tension plates jointly cover the first peripheral segment.

第一周緣部具有一第二周緣段、一第三周緣段及一第四周緣段,該第二周緣段沿一水平方向延伸,該第一周緣段與該第三周緣段彼此面對,該第二周緣段與該第四周緣段彼此面對,該第二周緣段及該第四周緣段分別連接於該第一周緣段及該第三周緣段之間,該第一周緣段具有一第一中間壁面及相對的二第一側壁面,該第一中間壁面連接於該等第一側壁面之間,該第二周緣段具有一第二中間壁面及相對的二第二側壁面,該第二中間壁面連接於該等第二側壁面之間。 The first peripheral part has a second peripheral segment, a third peripheral segment and a fourth peripheral segment, the second peripheral segment extends along a horizontal direction, the first peripheral segment and the third peripheral segment face each other Yes, the second peripheral segment and the fourth peripheral segment face each other, the second peripheral segment and the fourth peripheral segment are respectively connected between the first peripheral segment and the third peripheral segment, and the first peripheral segment A peripheral section has a first middle wall surface and two opposite first side wall surfaces, the first middle wall surface is connected between the first side wall surfaces, and the second peripheral section has a second middle wall surface and two opposite first side wall surfaces. The second side wall surface, the second intermediate wall surface is connected between the second side wall surfaces.

該第一包覆件具有至少一支撐單元,該支撐單元具有一中央支撐板及相對的二側支撐板,該中央支撐板連接於該等側支撐板之間,該中央支撐板及該等側支撐板共同包覆該第二周緣段。 The first covering part has at least one support unit, the support unit has a central support plate and two opposite side support plates, the central support plate is connected between the side support plates, the central support plate and the side support plates The support plate covers the second peripheral section together.

該中央拉力板貼附於該第一中間壁面,各該側拉力板貼附於各該第一側壁面之局部。 The central tension plate is attached to the first middle wall, and each of the side tension plates is attached to a part of each of the first side walls.

於本發明一實施例中,該中央支撐板貼附於該第二中間壁面,各該側支撐板貼附於各該第二側壁面之局部。各該至少一支撐單元分別以該中央支撐板及該等側支撐板包覆該第二周緣段及該第四周緣段。 In one embodiment of the present invention, the central support plate is attached to the second middle wall, and each of the side support plates is attached to a part of each of the second side walls. Each of the at least one support unit wraps the second peripheral section and the fourth peripheral section with the central support plate and the side support plates respectively.

於本發明一實施例中,各該至少一拉力單元分別以該中央拉力板及該等側拉力板包覆該第一周緣段及該第三周緣段。該等拉力單元分別以該中央拉力板及該等側拉力板包覆該第二周緣段及該第四周緣段。 In an embodiment of the present invention, each of the at least one tension unit wraps the first peripheral section and the third peripheral section with the central tension plate and the side tension plates respectively. The tension units cover the second peripheral section and the fourth peripheral section with the central tension plate and the side tension plates respectively.

本發明一實施例的補強結構,更包括複數拉力加強件,該磚牆體更包含一第一牆面及一第二牆面,該第一牆面由該等第二側壁面的其中之一延伸而出,該第二牆面由該等第一側壁面的其中之一延伸而出,該等拉力加強件貼附於該第一牆面及該第二牆面之局部。 The reinforcing structure according to an embodiment of the present invention further includes a plurality of tension reinforcements, the brick wall further includes a first wall surface and a second wall surface, and the first wall surface is formed by one of the second side wall surfaces Extending out, the second wall is extended from one of the first side walls, and the tensile strength members are attached to the first wall and part of the second wall.

本發明一實施例的補強結構,更包括一第二包覆件,其中該磚牆體更包含一第二開口,該第二開口由一第二周緣部所界定,該第二周緣部具有一第五周緣段,該第五周緣段平行於該第一周緣段,該第二包覆件具有至少一拉力單元,該拉力單元以一中央拉力板及複數側拉力板包覆該第五周緣段。 The reinforcing structure according to an embodiment of the present invention further includes a second cladding member, wherein the brick wall further includes a second opening, the second opening is defined by a second peripheral portion, and the second peripheral portion has a The fifth peripheral section, the fifth peripheral section is parallel to the first peripheral section, the second covering part has at least one tension unit, and the tension unit wraps the fifth peripheral edge with a central tension plate and a plurality of side tension plates part.

該等拉力加強件分別連接於該第五周緣段上的該拉力單元及該第一周緣段上的該拉力單元之間。 The tension reinforcements are respectively connected between the tension unit on the fifth peripheral section and the tension unit on the first peripheral section.

本發明一實施例的補強結構,更包括至少一角形件,該第一開口及該第二開口分別具有四角落,該角形件位於該等角落的其中之一。 The reinforcing structure according to an embodiment of the present invention further includes at least one angled piece, the first opening and the second opening respectively have four corners, and the angled piece is located at one of the corners.

該等拉力加強件係可沿該磚牆體的一破壞角斜率而彼此間隔地對應貼附於該磚牆體上。 The tension reinforcements can be correspondingly attached to the brick wall at intervals along a failure angle slope of the brick wall.

1:磚牆體 1: brick wall

11:第一開口 11: First opening

110:第一周緣部 110: the first peripheral part

111:第二周緣段 111: the second peripheral segment

111a:第二中間壁面 111a: second intermediate wall

111b:第二側壁面 111b: second side wall surface

112:第一周緣段 112: The first peripheral segment

112a:第一中間壁面 112a: first intermediate wall

112b:第一側壁面 112b: first side wall surface

113:第三周緣段 113: The third peripheral segment

114:第四周緣段 114: The fourth peripheral segment

12:第二開口 12: Second opening

120:第二周緣部 120: the second peripheral part

121:第五周緣段 121: The fifth peripheral segment

122:第六周緣段 122: The sixth peripheral segment

13:第一牆面 13: The first wall

14:第二牆面 14: Second wall

15:第三牆面 15: The third wall

2:框架結構 2: frame structure

21:框架梁 21: frame beam

22:框架柱 22: frame column

3:補強結構 3: Reinforcing structure

31:第一包覆件 31: The first cladding

311:支撐單元 311: support unit

311a:中央支撐板 311a: central support plate

311b:側支撐板 311b: side support plate

312:拉力單元 312:Tension unit

312a:中央拉力板 312a: central tension plate

312b:側拉力板 312b: side tension plate

313:遮板 313: Shutter

32:第二包覆件 32: The second cladding

33:角形件 33: Angular pieces

331:上固定板 331: upper fixing plate

332:側固定板 332: side fixing plate

333:三角支撐板 333: triangular support plate

34:拉力加強件 34:Tension reinforcement

35:鎖附件 35: Lock accessories

4:補強結構 4: Reinforcing structure

5:補強結構 5: Reinforcing structure

E:側力 E: lateral force

G1:外凹槽 G1: outer groove

G2:內凹槽 G2: inner groove

G21:上角落 G21: top corner

H:水平方向 H: horizontal direction

P:拉力 P: tension

S:支撐力 S: support

V:垂直方向 V: vertical direction

圖1為一磚牆體的示意圖;圖2為本發明第一實施例之補強結構用於一磚牆體之示意圖;圖3為由圖2之AA’剖面線所得之一剖面示意圖;圖4為由圖2之BB’剖面線所得之一剖面示意圖;圖5為本發明第一實施例之補強結構的一立體示意圖;圖6為本發明第一實施例之補強結構的另一立體示意圖;圖7為本發明第一實施例之補強結構的一角形件的一立體示意圖;圖8為本發明第二實施例之補強結構用於一磚牆體之示意圖;圖9為圖8之CC’剖面線所得之一剖面示意圖;以及圖10為本發明第三實施例之補強結構用於一磚牆體之示意圖。 Fig. 1 is a schematic diagram of a brick wall; Fig. 2 is a schematic diagram of a reinforcing structure of the first embodiment of the present invention applied to a brick wall; Fig. 3 is a schematic cross-sectional view obtained from the AA' section line of Fig. 2; Fig. 4 It is a schematic cross-sectional view obtained from the BB' section line of Figure 2; Figure 5 is a perspective view of the reinforcing structure of the first embodiment of the present invention; Figure 6 is another perspective view of the reinforcing structure of the first embodiment of the present invention; Fig. 7 is a three-dimensional schematic diagram of a corner piece of the reinforcing structure of the first embodiment of the present invention; Fig. 8 is a schematic diagram of the reinforcing structure of the second embodiment of the present invention applied to a brick wall; Fig. 9 is CC' of Fig. 8 A schematic cross-sectional view obtained by cross-hatching; and FIG. 10 is a schematic diagram of a reinforcing structure of a third embodiment of the present invention applied to a brick wall.

如圖2所示,為本發明第一實施例的補強結構3設置於一磚牆體1的示意圖。首先說明磚牆體1的結構,如圖1所示,係由複數個磚塊推砌而成,並設置於一框架結構2之間,且磚牆體1包含一第一開口11、一第二開口12、複數第一牆面13及複數第二牆面14。第一開口11及第二開口12相鄰,第一開口11由一第一周緣部110所界定,第二開口12由一第二周緣部120所界定。第一周緣部110具有一第二周緣段111、一第一周緣段112、第三周緣段113及第四周緣段114,第二周緣部120 具有二相對的第五周緣段121及二相對的第六周緣段122。第二周緣段111與第四周緣段114彼此平行且相對,第二周緣段111及第四周緣段114均連接於第一周緣段112及第三周緣段113之間,第一周緣段112與第三周緣段113彼此平行且彼此面對,第一周緣段112及第三周緣段113沿一垂直方向V延伸,第二周緣段111及第四周緣段114沿一水平方向H延伸。各第五周緣段121平行於第一周緣段112及第三周緣段113,各第六周緣段122平行於第二周緣段111及第四周緣段114。如圖3所示,第二周緣段111具有一第二中間壁面111a及相對的二第二側壁面111b,第二中間壁面111a連接於該等第二側壁面111b之間,且各第一牆面13由各第二側壁面111b延伸而出。如圖4所示,第一周緣段112具有一第一中間壁面112a及相對的二第一側壁面112b,第一中間壁面112a連接於該等第一側壁面112b之間,且各第二牆面14由各第一側壁面112b延伸而出。各第一牆面13與各第二牆面14鄰接。 As shown in FIG. 2 , it is a schematic diagram of a reinforcing structure 3 disposed on a brick wall 1 according to the first embodiment of the present invention. First, the structure of the brick wall body 1 is explained. As shown in FIG. Two openings 12 , a plurality of first walls 13 and a plurality of second walls 14 . The first opening 11 and the second opening 12 are adjacent, the first opening 11 is defined by a first peripheral portion 110 , and the second opening 12 is defined by a second peripheral portion 120 . The first peripheral portion 110 has a second peripheral segment 111 , a first peripheral segment 112 , a third peripheral segment 113 and a fourth peripheral segment 114 , and the second peripheral portion 120 There are two opposite fifth peripheral segments 121 and two opposite sixth peripheral segments 122 . The second peripheral segment 111 and the fourth peripheral segment 114 are parallel and opposite to each other, the second peripheral segment 111 and the fourth peripheral segment 114 are connected between the first peripheral segment 112 and the third peripheral segment 113, the first peripheral segment The edge segment 112 and the third peripheral segment 113 are parallel to each other and face each other, the first peripheral segment 112 and the third peripheral segment 113 extend along a vertical direction V, the second peripheral segment 111 and the fourth peripheral segment 114 extend along a horizontal The direction H extends. Each fifth peripheral segment 121 is parallel to the first peripheral segment 112 and the third peripheral segment 113 , and each sixth peripheral segment 122 is parallel to the second peripheral segment 111 and the fourth peripheral segment 114 . As shown in Figure 3, the second peripheral section 111 has a second middle wall 111a and two opposite second side walls 111b, the second middle wall 111a is connected between the second side walls 111b, and each first wall The surface 13 extends from each second sidewall surface 111b. As shown in Figure 4, the first peripheral section 112 has a first middle wall surface 112a and two opposite first side wall surfaces 112b, the first middle wall surface 112a is connected between these first side wall surfaces 112b, and each second The wall surface 14 extends from each first side wall surface 112b. Each first wall surface 13 is adjacent to each second wall surface 14 .

如圖2、圖5及圖6所示,本第一實施例的補強結構3具有第一包覆件31、第二包覆件32、複數拉力加強件34及複數角形件33。第一包覆件31與第二包覆件32結構相同,第一包覆件31及第二包覆件32分別具有複數支撐單元311及複數拉力單元312,以下僅以第一包覆件31的詳細結構為例。第一包覆件31的該等支撐單元311分別包覆第二周緣段111及第四周緣段114。各支撐單元311沿水平方向H延伸,如圖3所示,並具有一中央支撐板311a及相對的二側支撐板311b,中央支撐板311a連接於該等側支撐板311b之間。以支撐單元311包覆第二周緣段111為例,如圖3所示,中央支撐板311a貼附於第二周緣段111的第二中間壁面111a,各側支撐板311b貼附於各第二側壁面111b的局部,也就是中央支撐板311a及該等側支撐板311b共同形成一U型以包覆第二周緣段111。當地震所產 生的一側力E施加於磚牆體1及框架結構2上時,透過該等支撐單元311包覆第二周緣段111及第四周緣段114,可產生如圖2箭頭所示的支撐力S,將側力E導入磚牆體1內,磚牆體1的強度發揮作用,藉此增加框架結構2的抗震強度。 As shown in FIG. 2 , FIG. 5 and FIG. 6 , the reinforcing structure 3 of the first embodiment has a first covering part 31 , a second covering part 32 , a plurality of tensile reinforcement parts 34 and a plurality of angular parts 33 . The first covering part 31 has the same structure as the second covering part 32. The first covering part 31 and the second covering part 32 respectively have a plurality of support units 311 and a plurality of tension units 312. Hereinafter, only the first covering part 31 The detailed structure of the example. The supporting units 311 of the first covering member 31 respectively cover the second peripheral section 111 and the fourth peripheral section 114 . Each support unit 311 extends along the horizontal direction H, as shown in FIG. 3 , and has a central support plate 311a and two opposite side support plates 311b. The central support plate 311a is connected between the side support plates 311b. Taking the supporting unit 311 covering the second peripheral segment 111 as an example, as shown in FIG. A part of the sidewall surface 111b, that is, the central support plate 311a and the side support plates 311b together form a U-shape to cover the second peripheral segment 111 . when the earthquake When the force E on one side is applied to the brick wall 1 and the frame structure 2, the second peripheral section 111 and the fourth peripheral section 114 are covered by the support units 311, and the support shown by the arrow in Figure 2 can be produced. The force S introduces the lateral force E into the brick wall body 1, and the strength of the brick wall body 1 plays a role, thereby increasing the seismic strength of the frame structure 2.

第一包覆件31的該等拉力單元312分別包覆第一周緣段112及第三周緣段113。以該拉力單元312包覆第一周緣段112為例,如圖4所示,拉力單元312具有一中央拉力板312a及相對的二側拉力板312b,中央拉力板312a連接於該等側拉力板312b之間。中央拉力板312a貼附於第一周緣段112的第一中間壁面112a,各側拉力板312b貼附於各第一側壁面112b的局部,同樣地,中央拉力板312a及該等側拉力板312b共同呈一U型以包覆第一周緣段112。當側力E施加於磚牆體1上時,於垂直方向V上,磚塊容易受晃動而彼此分離,透過該等拉力單元312包覆第一周緣段112及第三周緣段113,能夠分別提供如箭頭所示的拉力P,讓磚塊彼此之間緊密接合。 The tensile units 312 of the first covering member 31 respectively cover the first peripheral section 112 and the third peripheral section 113 . Taking the tension unit 312 covering the first peripheral section 112 as an example, as shown in FIG. between plates 312b. The central tension plate 312a is attached to the first intermediate wall surface 112a of the first peripheral section 112, and each side tension plate 312b is attached to a part of each first side wall surface 112b. Similarly, the central tension plate 312a and the side tension plates 312b together form a U shape to cover the first peripheral segment 112 . When the lateral force E is applied to the brick wall 1, the bricks are easily shaken and separated from each other in the vertical direction V, and the first peripheral section 112 and the third peripheral section 113 are covered by the tension units 312, which can Provide the pulling force P shown by the arrow respectively, so that the bricks are tightly bonded to each other.

如圖3及圖4所示,第一包覆件31更具有複數遮板313,各遮板313分別與各側支撐板311b及各側拉力板312b連接。且於本實施例中第一包覆件31為一框體,並形成有一外凹槽G1及一內凹槽G2,外凹槽G1是由該等側支撐板311b及該等側拉力板312b所共同界定,以包覆第一周緣部110。內凹槽G2則是由該等遮板313、中央支撐板311a及中央拉力板312a所共同界定。於本實施例中,如圖6所示,該等角形件33分別設置於內凹槽G2的二上角落G21,當第一包覆件31配置於第一開口11時,該等角形件33位於第一開口11的其中二角落。 As shown in FIG. 3 and FIG. 4 , the first covering member 31 further has a plurality of shrouds 313 , and each shroud 313 is respectively connected to each side support plate 311 b and each side tension plate 312 b. And in this embodiment, the first cladding member 31 is a frame body, and an outer groove G1 and an inner groove G2 are formed. The outer groove G1 is composed of the side support plates 311b and the side tension plates 312b. are jointly defined to cover the first peripheral portion 110 . The inner groove G2 is jointly defined by the shutters 313 , the central support plate 311 a and the central tension plate 312 a. In this embodiment, as shown in FIG. 6 , the angular pieces 33 are respectively arranged on the two upper corners G21 of the inner groove G2. When the first covering piece 31 is arranged in the first opening 11, the angular pieces 33 Located at two corners of the first opening 11 .

承上所述,參圖7,各角形件33具有一上固定板331、一側固定板332及複數三角支撐板333,上固定板331及側固定板332相接以形 成一L型,各三角支撐板333的二直角邊分別連接於上固定板331及側固定板332,且該等三角支撐板333係彼此相對。上固定板331與中央支撐板311a連接,側固定板332抵靠於與中央支撐板311a相鄰的中央拉力板312a上,透過角形件33可增加本發明補強結構3對磚牆體1的支撐力。 Continue the above, with reference to Fig. 7, each angle piece 33 has an upper fixed plate 331, a side fixed plate 332 and a plurality of triangular support plates 333, and the upper fixed plate 331 and the side fixed plate 332 join to form Forming an L shape, two right-angled sides of each triangular support plate 333 are respectively connected to the upper fixing plate 331 and the side fixing plate 332, and the triangular support plates 333 are opposite to each other. The upper fixing plate 331 is connected to the central supporting plate 311a, and the side fixing plate 332 leans against the central tension plate 312a adjacent to the central supporting plate 311a, and the support of the reinforcing structure 3 of the present invention to the brick wall 1 can be increased through the angle piece 33 force.

於本實施例中,內凹槽G2所界定出的空間可設置窗體或門體結構,且角形件33能夠設於內凹槽G2而隱藏於第一包覆件31中,而使第一包覆件31可保有簡潔的外觀。藉此,本發明補強結構3不僅具有補強磚牆體1強度的功能,同時本發明補強結構3還可加以產品化及模組化以作為窗框或門框使用。 In this embodiment, the space defined by the inner groove G2 can be provided with a window or door structure, and the angled piece 33 can be arranged in the inner groove G2 and hidden in the first covering member 31, so that the first The covering part 31 can maintain a simple appearance. Thus, the reinforcing structure 3 of the present invention not only has the function of reinforcing the strength of the brick wall 1, but also can be commercialized and modularized to be used as a window frame or a door frame.

除了加強磚牆體1的第一周緣部110之耐震強度外,本發明可進一步加強磚牆體1其他區域的耐震強度。舉例而言,如圖2所示,各拉力加強件34是間隔的設置於第一牆面13及第二牆面14,各側拉力板312b與各拉力加強件34完整的包覆磚牆體1之局部,等同於側拉力板312b及拉力加強件34完整的對磚牆體1提供一拉力P,因此可加強該些磚塊於垂直方向V上相接的緊密性,而降低受到側力E影響而彼此錯開分離的機率。須說明的是,拉力加強件34與拉力單元312均是透過緊密貼附於磚牆體1上,以對磚牆體1提供拉緊力,使對應的多個磚塊能夠更緊密的接合。 In addition to enhancing the seismic strength of the first peripheral portion 110 of the brick wall 1 , the present invention can further enhance the seismic strength of other regions of the brick wall 1 . For example, as shown in FIG. 2, each tension reinforcement 34 is arranged at intervals on the first wall 13 and the second wall 14, and each side tension plate 312b and each tension reinforcement 34 completely cover the brick wall. 1, which is equivalent to the side tension plate 312b and the tension reinforcement 34 providing a tension P to the brick wall 1 completely, so that the tightness of these bricks connected in the vertical direction V can be strengthened, and the lateral force can be reduced. E affects the probability of separation while staggering each other. It should be noted that both the tension reinforcing member 34 and the tension unit 312 are closely attached to the brick wall 1 to provide tension to the brick wall 1 so that the corresponding bricks can be joined more tightly.

又,如圖2所示,第二包覆件32的該等支撐單元311分別包覆各第五周緣段121(如前所述,各支撐單元311同樣透過中央支撐板311a及該等側支撐板311b包覆),第二包覆件32的該等拉力單元312分別包覆各第六周緣段122(如前所述,各拉力單元312同樣透過中央拉力板312a及該等側拉力板312b包覆),藉以對第二周緣部120進行完整的結構 補強。第二包覆件32係呈框體,與前述第一包覆件31的結構大致相同,並可作為門框使用,於此不再贅述。 Again, as shown in Figure 2, the support units 311 of the second covering member 32 respectively cover the fifth peripheral edge segments 121 (as mentioned above, each support unit 311 is also supported by the central support plate 311a and the side supports). plate 311b coating), the tension units 312 of the second cladding member 32 respectively cover the sixth peripheral edge segments 122 (as mentioned above, each tension unit 312 also passes through the central tension plate 312a and the side tension plates 312b coating), so as to complete the structure of the second peripheral portion 120 reinforcement. The second covering part 32 is in the form of a frame body, which has substantially the same structure as the first covering part 31 and can be used as a door frame, so details will not be repeated here.

此外,於本實施例中,第一包覆件31、第二包覆件32、複數拉力加強件34及複數角形件33的材質可分別由一鋼材料所製成,而於本發明其他實施例中,可選用其他可提供拉力或支撐力的材質,舉例而言,第一包覆件31及第二包覆件32的該等拉力單元312及該等拉力加強件34可選用具拉力特性的材質,如玻璃纖維片、強化塑膠纖維片、碳纖維片、鋁片或鋼片等材料,該等支撐單元311及該等角形件33可選用鋁材或鋼材,於此不對本發明補牆結構的材料作限制。 In addition, in this embodiment, the material of the first cladding member 31, the second cladding member 32, the plurality of tensile strength members 34 and the plurality of angled members 33 can be made of a steel material respectively, and in other implementations of the present invention In an example, other materials that can provide tension or support can be selected. For example, the tension units 312 and the tension reinforcements 34 of the first covering member 31 and the second covering member 32 can be selected to have tensile properties. Materials such as glass fiber sheets, reinforced plastic fiber sheets, carbon fiber sheets, aluminum sheets or steel sheets, these support units 311 and these angled parts 33 can be selected from aluminum or steel materials, and this does not apply to the wall patching structure of the present invention. materials are limited.

圖8所示,為本發明第二實施例的補強結構4,於本實施例中,磚牆體1同樣由複數個磚塊推砌而成,並設置於一框架結構2之間,磚牆體1具有第一開口11、第二開口12、第一牆面13、第二牆面14及第三牆面15。第一開口11由第一周緣部110所界定,第一周緣部110具有第二周緣段111、第一周緣段112及第三周緣段113。第三牆面15是位於框架結構2之複數框架梁21、一框架柱22與第一開口11之間,第一牆面13及第二牆面14同樣分別由第二周緣段111及第一周緣段112延伸而出,第一牆面13連接於第二牆面14及第三牆面15之間。磚牆體1的第二開口12由第二周緣部120所界定,該第二周緣部120具有第五周緣段121。本實施例的補強結構4具有第一包覆件31、第二包覆件32、複數拉力加強件34及複數鎖附件35。第一包覆件31具有複數拉力單元312,第二包覆件32則具有一拉力單元312。換言之,本實施例的第一包覆件31及第二包覆件32與其他實施例不同的地方在於本實施例僅具有拉力單元312而不具有支撐單元311。第一包覆件31的該等拉力單元312分別包覆第一周緣段112、第二周緣段111及第三周緣段113,第二包覆件32的拉力單元312 包覆第五周緣段121。本實施例各單元包覆各周緣段的方式與第一實施例相同,於此不再贅述。該等拉力加強件34間隔的貼附於第一牆面13、第二牆面14及第三牆面15,並分別與拉力單元312相接。如圖8所示,由於本實施例的第一包覆件31、第二包覆件32及拉力加強件34的材質可為軟性且具拉力特性的材質(玻璃纖維片、強化塑膠纖維片、碳纖維片、鋁片或薄型鋼片,於此不作限制,在其他實施例中可使用任何軟性且具拉力特性的材質),因此將拉力單元312及拉力加強件34拉緊並包覆於磚牆體1後,可將鎖附件35(如鉚釘件)穿過拉力單元312及拉力加強件34的二端,再進一步將鎖附件35固定於框架梁21或框架柱22上,以加強拉力單元312及拉力加強件34貼附於磚牆體1的附著力及維持本身的拉緊力,而可有效提升對磚牆體1的拉力。 As shown in Fig. 8, it is the reinforcing structure 4 of the second embodiment of the present invention. In this embodiment, the brick wall 1 is also formed by pushing and building a plurality of bricks, and is arranged between a frame structure 2. The brick wall The body 1 has a first opening 11 , a second opening 12 , a first wall 13 , a second wall 14 and a third wall 15 . The first opening 11 is defined by a first peripheral portion 110 , and the first peripheral portion 110 has a second peripheral segment 111 , a first peripheral segment 112 and a third peripheral segment 113 . The third wall 15 is located between the plurality of frame beams 21 of the frame structure 2, a frame column 22 and the first opening 11. The first wall 13 and the second wall 14 are also formed by the second peripheral section 111 and the first wall respectively. The peripheral section 112 extends out, and the first wall 13 is connected between the second wall 14 and the third wall 15 . The second opening 12 of the brick wall body 1 is defined by a second peripheral portion 120 having a fifth peripheral section 121 . The reinforcing structure 4 of this embodiment has a first covering part 31 , a second covering part 32 , a plurality of tension reinforcing parts 34 and a plurality of locking accessories 35 . The first covering part 31 has a plurality of tension units 312 , and the second covering part 32 has a tension unit 312 . In other words, the difference between the first covering part 31 and the second covering part 32 of this embodiment and other embodiments is that this embodiment only has the tension unit 312 without the support unit 311 . The tension units 312 of the first covering member 31 cover the first peripheral section 112 , the second peripheral section 111 and the third peripheral section 113 respectively, and the tensile units 312 of the second covering member 32 Cover the fifth peripheral segment 121 . The manner in which each unit of this embodiment wraps each peripheral segment is the same as that of the first embodiment, and will not be repeated here. The tension reinforcements 34 are attached to the first wall 13 , the second wall 14 and the third wall 15 at intervals, and are connected to the tension unit 312 respectively. As shown in Figure 8, since the materials of the first covering member 31, the second covering member 32 and the tension reinforcing member 34 of this embodiment can be soft and have tensile properties (glass fiber sheet, reinforced plastic fiber sheet, Carbon fiber sheets, aluminum sheets or thin steel sheets are not limited here, and any soft and tensile material can be used in other embodiments), so the tension unit 312 and the tension reinforcement 34 are stretched and wrapped on the brick wall After body 1, the locking parts 35 (such as rivets) can be passed through the two ends of the tension unit 312 and the tension reinforcement 34, and the locking parts 35 are further fixed on the frame beam 21 or the frame column 22 to strengthen the tension unit 312 And the adhesion of the tension reinforcement 34 attached to the brick wall body 1 and maintaining its own tension force can effectively improve the tension force on the brick wall body 1.

又,於本實施例中,若拉力加強件34是位於第一周緣部110及第二周緣部120之間,而無法延伸固定於框架結構2時,則可如圖9所示,拉力加強件34先完整的貼附於第一周緣段112、第五周緣段121及該等第二牆面14後,該等拉力單元312再分別包覆第一周緣段112及第五周緣段121。 Also, in this embodiment, if the tension reinforcing member 34 is located between the first peripheral portion 110 and the second peripheral portion 120, and cannot be extended and fixed on the frame structure 2, as shown in FIG. After the member 34 is completely attached to the first peripheral section 112, the fifth peripheral section 121 and the second wall surfaces 14, the tension units 312 cover the first peripheral section 112 and the fifth peripheral section respectively. 121.

如圖10所示為本發明補強結構5的第三實施例,於本實施例的補強結構5具有一第一包覆件31、複數拉力加強件34及複數角形件33,第一包覆件31具有一支撐單元311,支撐單元311係包覆第一周緣部110的第二周緣段111,該等拉力加強件34間隔地設置於第二牆面14上,各角形件33則分別設於第一開口11及第二開口12的其中二角落。透過鎖附件(如螺栓)通過上固定板331而固定於框架結構2的框架梁21上,各側固定板332則對應抵靠於第一周緣部110或第二周緣部120上,也就是各角形件33為一承壓支承件,對框架結構2提供一支撐力。 As shown in Figure 10, it is the third embodiment of the reinforcement structure 5 of the present invention. The reinforcement structure 5 of this embodiment has a first covering member 31, a plurality of tension reinforcement members 34 and a plurality of angular members 33, and the first covering member 31 has a support unit 311, the support unit 311 is the second peripheral segment 111 covering the first peripheral portion 110, the tensile strength members 34 are arranged on the second wall surface 14 at intervals, and each corner member 33 is respectively provided At two corners of the first opening 11 and the second opening 12 . The upper fixing plate 331 is fixed on the frame beam 21 of the frame structure 2 through the locking parts (such as bolts), and each side fixing plate 332 is correspondingly against the first peripheral portion 110 or the second peripheral portion 120, that is, Each angled piece 33 is a pressure-bearing supporting piece, providing a supporting force for the frame structure 2 .

綜上所述,本發明補強結構可依據磚牆體結構狀態的不同,提供不同的補強力配置,較佳者,本發明可採用四面圍束磚牆評估模型,設計磚牆體的補強需求,計算出磚牆體所需補強的拉力及支撐力的量值,再加以將包覆件、加強件及角形件配置於磚牆體上。此外,本發明補強結構亦可沿磚牆體的一破壞角斜率,控制於一固定距離上就配置一拉力加強件在磚牆體上,藉以有效提升磚牆體之剪力強度。 To sum up, the reinforcing structure of the present invention can provide different reinforcing force configurations according to the different structural states of the brick wall. Preferably, the present invention can use the evaluation model of the four-sided enclosed brick wall to design the reinforcement requirements of the brick wall. Calculate the tensile force and supporting force required for the reinforcement of the brick wall, and then arrange the cladding, reinforcement and corner pieces on the brick wall. In addition, the reinforcing structure of the present invention can also arrange a tension reinforcement on the brick wall at a fixed distance along a failure angle slope of the brick wall, so as to effectively increase the shear strength of the brick wall.

上述的實施例僅用來例舉本創作的實施態樣,以及闡釋本發明的技術特徵,並非用來限制本發明的保護範疇。任何熟悉此技術者可輕易完成的改變或均等性的安排均屬於本發明所主張的範圍,本發明的權利保護範圍應以申請專利範圍為準。 The above-mentioned embodiments are only used to illustrate the implementation of the invention and explain the technical features of the invention, and are not intended to limit the scope of protection of the invention. Any changes or equivalence arrangements that can be easily accomplished by those skilled in the art fall within the scope of the present invention, and the protection scope of the present invention should be based on the scope of the patent application.

1:磚牆體1: brick wall

11:第一開口11: First opening

12:第二開口12: Second opening

13:第一牆面13: The first wall

14:第二牆面14: Second wall

3:補強結構3: Reinforcing structure

31:第一包覆件31: The first cladding

311:支撐單元311: support unit

311b:側支撐板311b: side support plate

312:拉力單元312:Tension unit

312b:側拉力板312b: side tension plate

32:第二包覆件32: The second cladding

34:拉力加強件34:Tension reinforcement

E:側力E: lateral force

H:水平方向H: horizontal direction

P:拉力P: tension

S:支撐力S: support

V:垂直方向V: vertical direction

Claims (12)

一種用於一磚牆體之補強結構,該磚牆體包含一第一開口及一第二開口,該第一開口由一第一周緣部所界定,該第二開口由一第二周緣部所界定,該第一周緣部具有一第一周緣段沿一垂直方向延伸,該第二周緣部具有一第五周緣段,該補強結構包括:一第一包覆件,具有至少一拉力單元,該拉力單元具有一中央拉力板及相對的二側拉力板,該中央拉力板連接於該等側拉力板之間,該中央拉力板及該等側拉力板共同包覆該第一周緣段;一第二包覆件,具有至少一拉力單元,該拉力單元具有一中央拉力板及複數側拉力板,該中央拉力板及該等側拉力板包覆該第五周緣段;以及複數拉力加強件,分別連接於該第五周緣段上的該拉力單元及該第一周緣段上的該拉力單元之間。 A reinforcing structure for a brick wall, the brick wall includes a first opening and a second opening, the first opening is defined by a first peripheral portion, the second opening is defined by a second peripheral portion As defined, the first peripheral part has a first peripheral segment extending along a vertical direction, the second peripheral part has a fifth peripheral segment, and the reinforcing structure includes: a first covering part having at least one tensile force unit, the tension unit has a central tension plate and two opposite side tension plates, the central tension plate is connected between the side tension plates, and the central tension plate and the side tension plates cover the first peripheral edge together section; a second cladding member having at least one tension unit having a central tension plate and a plurality of side tension plates, the central tension plate and the side tension plates wrapping the fifth peripheral segment; and a plurality of tension The reinforcing piece is respectively connected between the tension unit on the fifth peripheral section and the tension unit on the first peripheral section. 如請求項1所述之補強結構,其中該第一周緣部具有一第二周緣段、一第三周緣段及一第四周緣段,該第二周緣段沿一水平方向延伸,該第一周緣段與該第三周緣段彼此面對,該第二周緣段與該第四周緣段彼此面對,該第二周緣段及該第四周緣段分別連接於該第一周緣段及該第三周緣段之間,該第一周緣段具有一第一中間壁面及相對的二第一側壁面,該第一中間壁面連接於該等第一側壁面之間,該第二周緣段具有一第二中間壁面及相對的二第二側壁面,該第二中間壁面連接於該等第二側壁面之間。 The reinforcing structure as described in claim 1, wherein the first peripheral part has a second peripheral segment, a third peripheral segment and a fourth peripheral segment, the second peripheral segment extends along a horizontal direction, and the first peripheral segment The first peripheral segment and the third peripheral segment face each other, the second peripheral segment and the fourth peripheral segment face each other, and the second peripheral segment and the fourth peripheral segment are respectively connected to the first peripheral Between the segment and the third peripheral segment, the first peripheral segment has a first intermediate wall surface and two opposite first side wall surfaces, the first intermediate wall surface is connected between the first side wall surfaces, and the second The peripheral section has a second middle wall and two opposite second side walls, and the second middle wall is connected between the second side walls. 如請求項2所述之補強結構,其中該第一包覆件具有至少一支撐單元,該支撐單元具有一中央支撐板及相對的二側支撐板,該中央支撐板連接於該等側支撐板之間,該中央支撐板及該等側支撐板共同包覆該第二周緣段。 The reinforcement structure as described in claim 2, wherein the first cladding member has at least one support unit, the support unit has a central support plate and two opposite side support plates, the central support plate is connected to the side support plates Between them, the central support plate and the side support plates jointly cover the second peripheral segment. 如請求項2所述之補強結構,其中該中央拉力板貼附於該第一中間壁面,各該側拉力板貼附於各該第一側壁面之局部。 The reinforcement structure as described in Claim 2, wherein the central tension plate is attached to the first middle wall, and each side tension plate is attached to a part of each of the first side walls. 如請求項3所述之補強結構,其中該中央支撐板貼附於該第二中間壁面,各該側支撐板貼附於各該第二側壁面之局部。 The reinforcing structure according to claim 3, wherein the central support plate is attached to the second middle wall, and each of the side support plates is attached to a part of each of the second side walls. 如請求項5所述之補強結構,其中該第一包覆件之各該至少一支撐單元分別以該中央支撐板及該等側支撐板包覆該第二周緣段及該第四周緣段。 The reinforcement structure as described in claim 5, wherein each of the at least one support unit of the first cladding member wraps the second peripheral section and the fourth peripheral section with the central support plate and the side support plates respectively . 如請求項4所述之補強結構,其中該第一包覆件之各該至少一拉力單元分別以該中央拉力板及該等側拉力板包覆該第一周緣段及該第三周緣段。 The reinforcement structure as described in claim 4, wherein each of the at least one tension unit of the first cladding member wraps the first peripheral section and the third peripheral section with the central tension plate and the side tension plates respectively . 如請求項7所述之補強結構,其中該第一包覆件之各該至少一拉力單元分別以該中央拉力板及該等側拉力板包覆該第二周緣段及該第四周緣段。 The reinforcement structure as described in claim 7, wherein each of the at least one tension unit of the first covering part wraps the second peripheral section and the fourth peripheral section with the central tension plate and the side tension plates respectively . 如請求項2所述之補強結構,該磚牆體更包含一第一牆面及一第二牆面,該第一牆面由該等第二側壁面的其中之一延伸而出,該第二牆面由該等第一側壁面的其中之一延伸而出,該等拉力加強件貼附於該第一牆面及該第二牆面之局部。 As for the reinforced structure described in claim 2, the brick wall further includes a first wall and a second wall, the first wall extends from one of the second side walls, and the first wall extends from one of the second side walls. The two walls extend from one of the first side walls, and the tensile strength members are attached to the first wall and part of the second wall. 如請求項9所述之補強結構,其中該第五周緣段平行於該第一周緣段。 The reinforcing structure as claimed in claim 9, wherein the fifth peripheral segment is parallel to the first peripheral segment. 如請求項10所述之補強結構,更包括至少一角形件,該第一開口及該第二開口分別具有四角落,該角形件位於該等角落的其中之一。 The reinforcing structure as described in claim 10 further includes at least one angled piece, the first opening and the second opening respectively have four corners, and the angled piece is located at one of the corners. 如請求項9所述之補強結構,其中該等拉力加強件係可沿該磚牆體的一破壞角斜率而彼此間隔地對應貼附於該磚牆體上。 The reinforcement structure as described in Claim 9, wherein the tension reinforcing members can be correspondingly attached to the brick wall at intervals along a failure angle slope of the brick wall.
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CN209799019U (en) * 2018-12-31 2019-12-17 广西建工集团第五建筑工程有限责任公司 connecting node structure of silicon-magnesium wallboard and steel structure of steel structure house

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US3690082A (en) * 1970-02-24 1972-09-12 Futuristic Building Products I Door frame
US6725610B2 (en) * 2000-03-22 2004-04-27 Exterior Research, Llc Window seal construction
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