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Semi-rigid base layer for preventing bumping at bridgehead and construction process
The invention discloses a semi-rigid base layer for preventing bumping at bridgehead and a construction process. A first rigid base layer is fixedly connected with a bridgehead transition slab, a common base layer is fixedly connected with the first rigid base layer, a first semi-rigid base layer is fixedly connected with the first rigid base layer, and a second rigid base layer is fixedly connected with the first semi-rigid base layer; the first semi-rigid base layer is fixedly connected with the first rigid base layer, the second semi-rigid base layer is fixedly connected with the second rigid base layer, an asphalt concrete surface layer is fixedly connected with the second semi-rigid base layer, a first geogrid is fixedly connected with the first semi-rigid base layer, and a second geogrid is fixedly connected with the second semi-rigid base layer; the first semi-rigid base layer and the second semi-rigid base layer are formed by matching lime, fly ash and gravel, one side of the first semi-rigid base layer and one side of the second semi-rigid base layer are connected with the bridge end transition slab, and the other side of the first semi-rigid base layer and the other side of the second semi-rigid base layer are connected with the common base layer, so borne loads are evenly distributed, and a real transition section is formed between the bridge end transition slab and the common base layer; and a problem of non-uniform settlement between the bridge abutment and the embankment is solved.
本发明公开了一种防止桥头跳车的半刚性基层及施工工艺,通过第一刚性基层与桥头搭板固定连接,普通基层与第一刚性基层固定连接,第一半刚性基层与第一刚性基层固定连接,第二刚性基层与第一半刚性基层固定连接,第二半刚性基层与第二刚性基层固定连接,沥青混凝土面层与第二半刚性基层固定连接,第一土工栅格与第一半刚性基层固定连接,第二土工栅格与第二半刚性基层固定连接,其中第一半刚性基层和第二半刚性基层均由石灰、粉煤灰、碎石组配而成,第一半刚性基层和第二半刚性基层一侧与桥头搭板连接,另一侧与普通基层连接,使受到的荷载均匀分布,在桥头搭板和普通基层之间形成真正的过渡段,解决了桥台和路堤之间沉降不均匀的问题。
Semi-rigid base layer for preventing bumping at bridgehead and construction process
The invention discloses a semi-rigid base layer for preventing bumping at bridgehead and a construction process. A first rigid base layer is fixedly connected with a bridgehead transition slab, a common base layer is fixedly connected with the first rigid base layer, a first semi-rigid base layer is fixedly connected with the first rigid base layer, and a second rigid base layer is fixedly connected with the first semi-rigid base layer; the first semi-rigid base layer is fixedly connected with the first rigid base layer, the second semi-rigid base layer is fixedly connected with the second rigid base layer, an asphalt concrete surface layer is fixedly connected with the second semi-rigid base layer, a first geogrid is fixedly connected with the first semi-rigid base layer, and a second geogrid is fixedly connected with the second semi-rigid base layer; the first semi-rigid base layer and the second semi-rigid base layer are formed by matching lime, fly ash and gravel, one side of the first semi-rigid base layer and one side of the second semi-rigid base layer are connected with the bridge end transition slab, and the other side of the first semi-rigid base layer and the other side of the second semi-rigid base layer are connected with the common base layer, so borne loads are evenly distributed, and a real transition section is formed between the bridge end transition slab and the common base layer; and a problem of non-uniform settlement between the bridge abutment and the embankment is solved.
本发明公开了一种防止桥头跳车的半刚性基层及施工工艺,通过第一刚性基层与桥头搭板固定连接,普通基层与第一刚性基层固定连接,第一半刚性基层与第一刚性基层固定连接,第二刚性基层与第一半刚性基层固定连接,第二半刚性基层与第二刚性基层固定连接,沥青混凝土面层与第二半刚性基层固定连接,第一土工栅格与第一半刚性基层固定连接,第二土工栅格与第二半刚性基层固定连接,其中第一半刚性基层和第二半刚性基层均由石灰、粉煤灰、碎石组配而成,第一半刚性基层和第二半刚性基层一侧与桥头搭板连接,另一侧与普通基层连接,使受到的荷载均匀分布,在桥头搭板和普通基层之间形成真正的过渡段,解决了桥台和路堤之间沉降不均匀的问题。
Semi-rigid base layer for preventing bumping at bridgehead and construction process
一种防止桥头跳车的半刚性基层及施工工艺
XIAO GUIYUAN (author) / DING JIAN (author) / YIN LE (author) / LIU XUECAI (author) / YANG YANJUN (author)
2021-11-19
Patent
Electronic Resource
Chinese
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