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Bidirectional anchoring plate retaining wall and construction method thereof
The invention relates to the technical field of retaining walls, in particular to a bidirectional anchoring plate retaining wall and a construction method thereof. The two-way anchoring plate retaining wall comprises a base platform, stand columns distributed at equal intervals are fixedly connected to the top of the base platform, an inverted filter layer and a soil filling layer are sequentially arranged on the sides, facing an original slope, of the stand columns, preformed holes are formed in the stand columns in the direction facing the original slope, and anchor rods are movably inserted into the preformed holes; an outer end anchoring assembly is arranged at the end, close to the stand column, of the anchor rod and fixedly arranged on the stand column, and an inner end anchoring assembly is arranged at the end, away from the stand column, of the anchor rod. Two-way anchoring can be formed between the stand column and the original slope through the outer end anchoring assembly and the inner end anchoring assembly which are connected to the two ends of the anchor rod, balanced and strong anchoring force can be provided, the anchor rod can be flexibly applied to various different engineering scenes and geological conditions, and the stable and reliable anchoring effect is achieved.
本发明涉及挡土墙技术领域,具体涉及一种双向锚定板挡土墙及其施工方法。一种双向锚定板挡土墙包括基台,基台的顶部固定连接有等距分布的立柱,立柱朝向原始边坡的一侧依次设置有反滤层、填土层,立柱上朝向原始边坡的方向开设有预留孔,预留孔内部可活动的插设有锚杆,锚杆靠近立柱的一端设有外端锚定组件,外端锚定组件固定设置在立柱上,锚杆远离立柱的一端设有内端锚定组件。本申请通过利用连接在锚杆两端部的外端锚定组件和内端锚定组件能够在立柱与原始边坡之间形成双向锚定,不仅能够提供均衡且强大的锚固力,而且可灵活应用于各种不同的工程场景和地质条件,具有稳定可靠的锚固效果。
Bidirectional anchoring plate retaining wall and construction method thereof
The invention relates to the technical field of retaining walls, in particular to a bidirectional anchoring plate retaining wall and a construction method thereof. The two-way anchoring plate retaining wall comprises a base platform, stand columns distributed at equal intervals are fixedly connected to the top of the base platform, an inverted filter layer and a soil filling layer are sequentially arranged on the sides, facing an original slope, of the stand columns, preformed holes are formed in the stand columns in the direction facing the original slope, and anchor rods are movably inserted into the preformed holes; an outer end anchoring assembly is arranged at the end, close to the stand column, of the anchor rod and fixedly arranged on the stand column, and an inner end anchoring assembly is arranged at the end, away from the stand column, of the anchor rod. Two-way anchoring can be formed between the stand column and the original slope through the outer end anchoring assembly and the inner end anchoring assembly which are connected to the two ends of the anchor rod, balanced and strong anchoring force can be provided, the anchor rod can be flexibly applied to various different engineering scenes and geological conditions, and the stable and reliable anchoring effect is achieved.
本发明涉及挡土墙技术领域,具体涉及一种双向锚定板挡土墙及其施工方法。一种双向锚定板挡土墙包括基台,基台的顶部固定连接有等距分布的立柱,立柱朝向原始边坡的一侧依次设置有反滤层、填土层,立柱上朝向原始边坡的方向开设有预留孔,预留孔内部可活动的插设有锚杆,锚杆靠近立柱的一端设有外端锚定组件,外端锚定组件固定设置在立柱上,锚杆远离立柱的一端设有内端锚定组件。本申请通过利用连接在锚杆两端部的外端锚定组件和内端锚定组件能够在立柱与原始边坡之间形成双向锚定,不仅能够提供均衡且强大的锚固力,而且可灵活应用于各种不同的工程场景和地质条件,具有稳定可靠的锚固效果。
Bidirectional anchoring plate retaining wall and construction method thereof
一种双向锚定板挡土墙及其施工方法
ZENG YONGGE (author) / KOU FUQUAN (author) / LUO XIAOYAN (author) / LI BIN (author)
2024-11-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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