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Cemented sand gravel dam structure applied to flood discharge gate and construction method of cemented sand gravel dam structure
The invention relates to a cemented sand gravel dam structure applied to a flood discharge gate and a construction method of the cemented sand gravel dam structure. The invention is applicable to the technical field of water conservancy and hydropower. The technical problem to be solved by the invention is to provide the cemented sand gravel dam structure applied to the flood discharge gate and the construction method of the cemented sand gravel dam structure. According to the technical scheme, the cemented sand-gravel dam structure applied to the flood discharge gate is characterized in that a cemented sand-gravel dam is located at the bottom of the flood discharge gate, the bottom of the cemented sand-gravel dam is located on a lower bed rock, and the bed rock is subjected to consolidation grouting and curtain grouting treatment; the side face and the base face of the cemented sand gravel dam are each provided with a slurry-rich cemented sand gravel layer.
本申请涉及一种应用于泄洪闸的胶结砂砾石坝结构及其施工方法。本申请适用于水利水电技术领域。本申请要解决的技术问题是:提供一种应用于泄洪闸的胶结砂砾石坝结构及其施工方法。本申请所采用的技术方案是:一种应用于泄洪闸的胶结砂砾石坝结构,其特征在于:具有位于泄洪闸底部为胶结砂砾石坝,胶结砂砾石坝底部坐落在下方基岩上,基岩经固结灌浆、帷幕灌浆处理,所述胶结砂砾石坝的侧面及基底面均设置富浆胶结砂砾石层。
Cemented sand gravel dam structure applied to flood discharge gate and construction method of cemented sand gravel dam structure
The invention relates to a cemented sand gravel dam structure applied to a flood discharge gate and a construction method of the cemented sand gravel dam structure. The invention is applicable to the technical field of water conservancy and hydropower. The technical problem to be solved by the invention is to provide the cemented sand gravel dam structure applied to the flood discharge gate and the construction method of the cemented sand gravel dam structure. According to the technical scheme, the cemented sand-gravel dam structure applied to the flood discharge gate is characterized in that a cemented sand-gravel dam is located at the bottom of the flood discharge gate, the bottom of the cemented sand-gravel dam is located on a lower bed rock, and the bed rock is subjected to consolidation grouting and curtain grouting treatment; the side face and the base face of the cemented sand gravel dam are each provided with a slurry-rich cemented sand gravel layer.
本申请涉及一种应用于泄洪闸的胶结砂砾石坝结构及其施工方法。本申请适用于水利水电技术领域。本申请要解决的技术问题是:提供一种应用于泄洪闸的胶结砂砾石坝结构及其施工方法。本申请所采用的技术方案是:一种应用于泄洪闸的胶结砂砾石坝结构,其特征在于:具有位于泄洪闸底部为胶结砂砾石坝,胶结砂砾石坝底部坐落在下方基岩上,基岩经固结灌浆、帷幕灌浆处理,所述胶结砂砾石坝的侧面及基底面均设置富浆胶结砂砾石层。
Cemented sand gravel dam structure applied to flood discharge gate and construction method of cemented sand gravel dam structure
一种应用于泄洪闸的胶结砂砾石坝结构及其施工方法
HUANG WEI (Autor:in) / TU CHENGYI (Autor:in) / YE TIAN (Autor:in) / ZHENG PENGXIANG (Autor:in) / ZHANG CHENGBIN (Autor:in) / WU HONGRONG (Autor:in) / YU JIAWEI (Autor:in)
17.09.2024
Patent
Elektronische Ressource
Chinesisch
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