A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Compression-resistant reinforcing structure and method for masonry wall
The invention discloses a masonry wall compression resistance reinforcing structure and method, and relates to the technical field of building reinforcement, the structure comprises a reinforcing rib, and one end of the reinforcing rib is arranged in an inclined hole in a masonry wall in a penetrating mode; the grouting material is poured into the inclined open holes in which the reinforcing ribs are inserted; the auxiliary reinforcing part is fixedly arranged at one end of the masonry wall, and the other end of the reinforcing rib penetrates through the auxiliary reinforcing part; and tensioning and locking are performed on one side of the auxiliary reinforcing part, or bending and anchoring are performed on one side of the auxiliary reinforcing part for fixing. According to the masonry wall compression-resistant reinforcing structure and method, home-entry construction is not needed, only oblique holes need to be formed in the masonry wall, constructional columns or wall pieces need to be additionally arranged at the outer end of the masonry wall, the use space of the two sides of the masonry wall is not occupied, part of vertical loads of the original masonry wall are transmitted to the outer end auxiliary reinforcing part through the reinforcing ribs, the pressure stress level of the original wall is reduced, and the construction efficiency is improved. And in addition, in the inclined holes in the wall, the reinforcing ribs poured by the grouting materials are adopted, so that the vertical use load can be further transmitted to the outer end auxiliary reinforcing part, and the compression-resistant reinforcing effect is achieved.
本发明公开一种砌体墙抗压加固结构及方法，涉及建筑加固技术领域，该结构包括加强筋，其一端穿设于砌体墙内的斜向开孔中；灌浆料灌注于插设有加强筋的斜向开孔内；辅助加强部固定设于砌体墙一端，加强筋另一端穿设于辅助加强部内；并在辅助加强部一侧张拉锁定，或者在辅助加强部一侧弯锚固定。本发明砌体墙抗压加固结构及方法，无需入户施工，仅需砌体墙内开设斜向开孔，砌体墙外端增设构造柱或墙片，不占用砌体墙两侧使用空间，利用加强筋将原砌体墙部分竖向荷载传递至外端辅助加强部上，降低原墙体压应力水平，并且墙内的斜向开孔中，采用灌浆料浇筑的加强筋，可进一步将竖向使用荷载传递到外端辅助加强部上，从而实现抗压加固效果。
Compression-resistant reinforcing structure and method for masonry wall
The invention discloses a masonry wall compression resistance reinforcing structure and method, and relates to the technical field of building reinforcement, the structure comprises a reinforcing rib, and one end of the reinforcing rib is arranged in an inclined hole in a masonry wall in a penetrating mode; the grouting material is poured into the inclined open holes in which the reinforcing ribs are inserted; the auxiliary reinforcing part is fixedly arranged at one end of the masonry wall, and the other end of the reinforcing rib penetrates through the auxiliary reinforcing part; and tensioning and locking are performed on one side of the auxiliary reinforcing part, or bending and anchoring are performed on one side of the auxiliary reinforcing part for fixing. According to the masonry wall compression-resistant reinforcing structure and method, home-entry construction is not needed, only oblique holes need to be formed in the masonry wall, constructional columns or wall pieces need to be additionally arranged at the outer end of the masonry wall, the use space of the two sides of the masonry wall is not occupied, part of vertical loads of the original masonry wall are transmitted to the outer end auxiliary reinforcing part through the reinforcing ribs, the pressure stress level of the original wall is reduced, and the construction efficiency is improved. And in addition, in the inclined holes in the wall, the reinforcing ribs poured by the grouting materials are adopted, so that the vertical use load can be further transmitted to the outer end auxiliary reinforcing part, and the compression-resistant reinforcing effect is achieved.
本发明公开一种砌体墙抗压加固结构及方法，涉及建筑加固技术领域，该结构包括加强筋，其一端穿设于砌体墙内的斜向开孔中；灌浆料灌注于插设有加强筋的斜向开孔内；辅助加强部固定设于砌体墙一端，加强筋另一端穿设于辅助加强部内；并在辅助加强部一侧张拉锁定，或者在辅助加强部一侧弯锚固定。本发明砌体墙抗压加固结构及方法，无需入户施工，仅需砌体墙内开设斜向开孔，砌体墙外端增设构造柱或墙片，不占用砌体墙两侧使用空间，利用加强筋将原砌体墙部分竖向荷载传递至外端辅助加强部上，降低原墙体压应力水平，并且墙内的斜向开孔中，采用灌浆料浇筑的加强筋，可进一步将竖向使用荷载传递到外端辅助加强部上，从而实现抗压加固效果。
Compression-resistant reinforcing structure and method for masonry wall
一种砌体墙抗压加固结构及方法
MIAO QISONG (author) / SU YUKUN (author)
2024-08-30
Patent
Electronic Resource
Chinese
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