In KP1 type perforated brick masonry, expansion bolt especially design for perforated brick is prefer, because it can form "self- anchor" effect and hold tightly in brick hole.
KP1型矩形条孔烧结页岩多孔砖砌体墙上应采用空心砌体专用膨胀螺栓，因其能够形成可靠的“自螺母效应”。
Starting with mechanical behavior analysis of building anchors in brick masonry, three installation positions of a single anchor were determined.
从分析膨胀型建筑锚栓在砖砌体中的受力形式出发，找到单根锚栓在砖砌体中可能出现的三种安装位置。
In comparison with masonry retaining walls, the anchor slab structure is very light and comparatively flexible.
与重力式挡土墙相比，锚定板结构轻便并较有柔性。
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