A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Novel prestressed tendon anchorage pier construction process
The invention discloses a novel prestressed tendon anchorage pier construction process which solves the problems that an existing prestressed tendon anchor head cannot be quickly constructed and the construction time is long. The method comprises the following steps: S1, measuring and positioning, marking the central position of a prestressed tendon anchorage pier, and drawing the excavation range of the anchorage pier; s2, anchor pier excavation is conducted, specifically, the anchor pier is excavated and formed according to the marked anchor pier excavation contour range; s3, anchor spraying and backfilling are conducted, specifically, the excavation face is washed, and then concrete is sprayed till the designed thickness is reached; s4, surface leveling is conducted, specifically, manual leveling is conducted on the uneven part of the sprayed surface; and S5, maintaining.
一种新型预应力筋锚墩施工工艺，解决了现在预应力筋锚头无法快速施工，施工时间长的问题。其包括如下步骤：S1，测量定位，标示出预应力筋锚墩的中心位置，画出锚墩的开挖范围；S2，锚墩开挖，按照标示的锚墩开挖轮廓范围将锚墩开挖成型；S3，喷锚回填，对开挖面进行冲洗，然后喷射混凝土，直到喷神到设计的厚度为止；S4，表面找平，对喷射后表面不平整的部位进行人工找平；S5，养护。
Novel prestressed tendon anchorage pier construction process
The invention discloses a novel prestressed tendon anchorage pier construction process which solves the problems that an existing prestressed tendon anchor head cannot be quickly constructed and the construction time is long. The method comprises the following steps: S1, measuring and positioning, marking the central position of a prestressed tendon anchorage pier, and drawing the excavation range of the anchorage pier; s2, anchor pier excavation is conducted, specifically, the anchor pier is excavated and formed according to the marked anchor pier excavation contour range; s3, anchor spraying and backfilling are conducted, specifically, the excavation face is washed, and then concrete is sprayed till the designed thickness is reached; s4, surface leveling is conducted, specifically, manual leveling is conducted on the uneven part of the sprayed surface; and S5, maintaining.
一种新型预应力筋锚墩施工工艺，解决了现在预应力筋锚头无法快速施工，施工时间长的问题。其包括如下步骤：S1，测量定位，标示出预应力筋锚墩的中心位置，画出锚墩的开挖范围；S2，锚墩开挖，按照标示的锚墩开挖轮廓范围将锚墩开挖成型；S3，喷锚回填，对开挖面进行冲洗，然后喷射混凝土，直到喷神到设计的厚度为止；S4，表面找平，对喷射后表面不平整的部位进行人工找平；S5，养护。
Novel prestressed tendon anchorage pier construction process
一种新型预应力筋锚墩施工工艺
LI MINGMING (author) / NI HONGTAO (author) / MA MENGMENG (author) / HE BING (author) / SHE YINSHENG (author) / WU HAO (author) / HU XUEZHONG (author)
2023-03-07
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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