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A platform for research: civil engineering, architecture and urbanism
Separated ship lock structural joint leakage treatment method
The invention discloses a separation type ship lock structural joint leakage treatment method. The method comprises the following steps that S1, leakage points of a separation type ship lock structural joint are determined; s2, a first partition hole and a second partition hole are marked on the two sides of the leakage point correspondingly, and a grouting hole is formed between the first partition hole and the second partition hole; s3, a first partition hole, a second partition hole and a grouting hole are vertically and upwards drilled in the perforation through a drilling tool; s4, grouting is conducted on the first partition hole and the second partition hole, gaps in the two sides of the first partition hole and the two sides of the second partition hole are filled, and an independent grouting area is formed between the first partition hole and the second partition hole; and S5, grouting is conducted on the grouting area through the grouting hole, and the grouting area is filled for leaking stoppage. In this way, leakage of the structural joint of the separated ship lock is treated on the downstream face.
一种分离式船闸结构缝渗漏处理方法，包括以下步骤：S1.确定分离式船闸结构缝的渗漏点；S2.在渗漏点的两侧分别标记第一分区孔和第二分区孔，在第一分区孔和第二分区孔之间设置灌浆孔；S3.利用钻孔工具，骑缝垂直向上钻设第一分区孔、第二分区孔，以及灌浆孔；S4.对第一分区孔、第二分区孔分别进行灌浆，填充第一分区孔、第二分区孔两侧的缝隙，使第一分区孔和第二分区孔之间形成独立的灌浆区；S5.通过灌浆孔向灌浆区灌浆，填充所述灌浆区堵漏。通过上述方式，实现了在背水面处理分离式船闸结构缝的渗漏。
Separated ship lock structural joint leakage treatment method
The invention discloses a separation type ship lock structural joint leakage treatment method. The method comprises the following steps that S1, leakage points of a separation type ship lock structural joint are determined; s2, a first partition hole and a second partition hole are marked on the two sides of the leakage point correspondingly, and a grouting hole is formed between the first partition hole and the second partition hole; s3, a first partition hole, a second partition hole and a grouting hole are vertically and upwards drilled in the perforation through a drilling tool; s4, grouting is conducted on the first partition hole and the second partition hole, gaps in the two sides of the first partition hole and the two sides of the second partition hole are filled, and an independent grouting area is formed between the first partition hole and the second partition hole; and S5, grouting is conducted on the grouting area through the grouting hole, and the grouting area is filled for leaking stoppage. In this way, leakage of the structural joint of the separated ship lock is treated on the downstream face.
一种分离式船闸结构缝渗漏处理方法，包括以下步骤：S1.确定分离式船闸结构缝的渗漏点；S2.在渗漏点的两侧分别标记第一分区孔和第二分区孔，在第一分区孔和第二分区孔之间设置灌浆孔；S3.利用钻孔工具，骑缝垂直向上钻设第一分区孔、第二分区孔，以及灌浆孔；S4.对第一分区孔、第二分区孔分别进行灌浆，填充第一分区孔、第二分区孔两侧的缝隙，使第一分区孔和第二分区孔之间形成独立的灌浆区；S5.通过灌浆孔向灌浆区灌浆，填充所述灌浆区堵漏。通过上述方式，实现了在背水面处理分离式船闸结构缝的渗漏。
Separated ship lock structural joint leakage treatment method
一种分离式船闸结构缝渗漏处理方法
RAN XIAOJUN (author) / TANG YANPING (author) / ZENG QINGLIN (author) / LIU XIN (author) / ZHOU ZHIHUAN (author) / YI LEILEI (author) / XIAO HUACHAO (author) / ZHANG ZUDONG (author) / FANG MINGDAN (author) / CAO DONGLIANG (author)
2023-12-15
Patent
Electronic Resource
Chinese
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