A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCEMENT OF MASONRY STRUCTURE WALL
To provide a reinforcement method of a masonry structure wall.SOLUTION: A reinforcement method of a masonry structure wall comprises a step of removing existing cement mortar from an exposed surface of a wall 100 up to a depth forming a first receptacle at a plurality of dispersed positions in the masonry structure wall, a step of inserting a first reinforcement element 110 for carrying a curable polymer in the first receptacle, a step of removing the existing cement mortar in the masonry structure wall up to a depth forming a second receptacle, wherein the second receptacle extends from at least one of the first receptacle to the other of the first receptacle, and intersects with both of one of the first receptacle and the other of the first receptacle, and a step of arranging a second reinforcement element 112 for carrying the curable polymer in the second receptacle and bonding the first reinforcement element 110 to the second reinforcement element 112.SELECTED DRAWING: Figure 1
【課題】組積造壁を補強する方法を提供する。【解決手段】組積造壁内の複数の分散した位置で既存のセメントモルタルを、この壁１００の露出面から、第一レセプタクルを形成する深さまで除去し、この第一レセプタクル内に硬化性ポリマーを搬送するように構成される第一補強要素１１０を挿入し、第二レセプタクルを形成する深さまで組積造壁内の既存のセメントモルタルを除去し、この第二レセプタクルは少なくとも第一レセプタクルの１つから、第一レセプタクルのもう１つまで延在し、この１つの第一レセプタクルと、このもう１つの第一レセプタクルとの両方と交差し、第二レセプタクル内に硬化性ポリマーを搬送するように構成される第二補強要素１１２を配置し、第一補強要素１１０を第二補強要素１１２に接着することを含む。【選択図】図１
REINFORCEMENT OF MASONRY STRUCTURE WALL
To provide a reinforcement method of a masonry structure wall.SOLUTION: A reinforcement method of a masonry structure wall comprises a step of removing existing cement mortar from an exposed surface of a wall 100 up to a depth forming a first receptacle at a plurality of dispersed positions in the masonry structure wall, a step of inserting a first reinforcement element 110 for carrying a curable polymer in the first receptacle, a step of removing the existing cement mortar in the masonry structure wall up to a depth forming a second receptacle, wherein the second receptacle extends from at least one of the first receptacle to the other of the first receptacle, and intersects with both of one of the first receptacle and the other of the first receptacle, and a step of arranging a second reinforcement element 112 for carrying the curable polymer in the second receptacle and bonding the first reinforcement element 110 to the second reinforcement element 112.SELECTED DRAWING: Figure 1
【課題】組積造壁を補強する方法を提供する。【解決手段】組積造壁内の複数の分散した位置で既存のセメントモルタルを、この壁１００の露出面から、第一レセプタクルを形成する深さまで除去し、この第一レセプタクル内に硬化性ポリマーを搬送するように構成される第一補強要素１１０を挿入し、第二レセプタクルを形成する深さまで組積造壁内の既存のセメントモルタルを除去し、この第二レセプタクルは少なくとも第一レセプタクルの１つから、第一レセプタクルのもう１つまで延在し、この１つの第一レセプタクルと、このもう１つの第一レセプタクルとの両方と交差し、第二レセプタクル内に硬化性ポリマーを搬送するように構成される第二補強要素１１２を配置し、第一補強要素１１０を第二補強要素１１２に接着することを含む。【選択図】図１
REINFORCEMENT OF MASONRY STRUCTURE WALL
組積造壁の補強
JESLIN QUEK MAY LIAN (author) / PAVITHRA BUDDIKA MALALASEKARA (author)
2022-10-27
Patent
Electronic Resource
Japanese
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