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A platform for research: civil engineering, architecture and urbanism
Pond construction joint division construction method
The invention discloses a pool construction joint division construction method which comprises the following steps: S10, arranging three vertical construction joints at the bottom of a pool, and dividing the bottom of the pool into a first area, a second area and a third area; s20, a pool bottom plate of the first area is constructed, a pool side wall guide wall is constructed to the upper portion of the first-layer lower bealock, and then a guide wall is arranged on the outer side wall of the second area; s30, the side wall in the first area is constructed, and the side wall is poured to the bottom of the first-layer upper bealock of the second edge and the fourth edge; s40, an arc-shaped wall of a lower bealock of the semi-arc tunnel in the second area is constructed to the lower portion of the vertical section of the arched beam, and then the lower portion of an upper bealock of the semi-arc tunnel of the outer wall section is poured; the method has the beneficial effects that through reasonable construction joint division and segmented and layered pouring, the water stop steel plates are arranged at the positions of the construction joints, and the risks of pool cracking and leakage are reduced.
本发明公开了一种水池施工缝划分施工方法，该方法包括以下步骤：步骤S10：在水池的底部设置三道竖向施工缝，将水池的底部分为第一区域、第二区域以及第三区域；步骤S20：对第一区域的水池底板施工，将水池侧壁导墙施工至首层下垭口的上部，然后在第二区域的外侧壁设置导墙；步骤S30：对第一区域中的侧壁进行施工，将侧壁浇筑至第二边以及第四边的首层上垭口底部处；步骤S40：对第二区域的半弧隧道下垭口弧形墙施工至拱形梁垂直段的下部，然后对外墙段半弧隧道的上垭口下部进行浇筑；本发明的有益效果是：该方法通过合理的施工缝划分以及分段分层浇筑，并在每道施工缝处设置止水钢板，降低了水池开裂以及渗漏的风险。
Pond construction joint division construction method
The invention discloses a pool construction joint division construction method which comprises the following steps: S10, arranging three vertical construction joints at the bottom of a pool, and dividing the bottom of the pool into a first area, a second area and a third area; s20, a pool bottom plate of the first area is constructed, a pool side wall guide wall is constructed to the upper portion of the first-layer lower bealock, and then a guide wall is arranged on the outer side wall of the second area; s30, the side wall in the first area is constructed, and the side wall is poured to the bottom of the first-layer upper bealock of the second edge and the fourth edge; s40, an arc-shaped wall of a lower bealock of the semi-arc tunnel in the second area is constructed to the lower portion of the vertical section of the arched beam, and then the lower portion of an upper bealock of the semi-arc tunnel of the outer wall section is poured; the method has the beneficial effects that through reasonable construction joint division and segmented and layered pouring, the water stop steel plates are arranged at the positions of the construction joints, and the risks of pool cracking and leakage are reduced.
本发明公开了一种水池施工缝划分施工方法，该方法包括以下步骤：步骤S10：在水池的底部设置三道竖向施工缝，将水池的底部分为第一区域、第二区域以及第三区域；步骤S20：对第一区域的水池底板施工，将水池侧壁导墙施工至首层下垭口的上部，然后在第二区域的外侧壁设置导墙；步骤S30：对第一区域中的侧壁进行施工，将侧壁浇筑至第二边以及第四边的首层上垭口底部处；步骤S40：对第二区域的半弧隧道下垭口弧形墙施工至拱形梁垂直段的下部，然后对外墙段半弧隧道的上垭口下部进行浇筑；本发明的有益效果是：该方法通过合理的施工缝划分以及分段分层浇筑，并在每道施工缝处设置止水钢板，降低了水池开裂以及渗漏的风险。
Pond construction joint division construction method
一种水池施工缝划分施工方法
ZHANG GUOYONG (author) / MA QIANG (author)
2023-11-17
Patent
Electronic Resource
Chinese
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