A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method between cast-in-place concrete pile and wall or column and reinforcement cage assembly
The invention discloses a construction method between a cast-in-place concrete pile and a wall or a column and a reinforcement cage assembly. The method comprises the steps that a foundation pit with a preset size is excavated, and a cast-in-place pile reinforcement cage is arranged in the foundation pit; the anchoring positions of longitudinal bars are determined on the pouring pile reinforcement cage; assembling a first reinforcing mesh on the pouring pile reinforcement cage at a first preset height position below the anchoring position; the longitudinal bar anchor is anchored into the anchoring position on the pouring pile reinforcement cage; assembling a second reinforcing mesh on the pouring pile reinforcement cage at a second preset height position above the anchoring position, wherein the second preset height is greater than the first preset height; and pouring is conducted in sequence to form concrete pouring piles and walls or columns, and the steel bar assembly is used for implementing the method. According to the construction method between the cast-in-place concrete pile and the wall or the column and the reinforcement cage assembly, by arranging the first reinforcement mesh and the second reinforcement mesh, the strength of the joint of the cast-in-place concrete pile and the column or the wall is enhanced, the overall stability is enhanced, the cost is reduced, and the construction efficiency is improved.
一种混凝土灌注桩与墙或柱之间的施工方法及钢筋笼总成，该方法包括开挖出预设尺寸的基坑并在基坑内布设浇筑桩钢筋笼；在浇筑桩钢筋笼上确定纵筋的锚固位置；在锚固位置下方第一预设高度位置处将第一钢筋网片装配在浇筑桩钢筋笼上；将纵筋锚锚入在浇筑桩钢筋笼上的锚固位置处；在锚固位置上方的第二预设高度位置处将第二钢筋网片装配在浇筑桩钢筋笼上，第二预设高度大于第一预设高度；依次进行浇筑形成混凝土浇筑桩及墙或柱，该钢筋总成用于上述方法的实施。该混凝土灌注桩与墙或柱之间的施工方法及钢筋笼总成，通过设置第一钢筋网片及第二钢筋网片，以增强混凝土浇筑桩与柱或墙连接处的强度，增强整体的稳定性，且降低了成本，提升了施工效率。
Construction method between cast-in-place concrete pile and wall or column and reinforcement cage assembly
The invention discloses a construction method between a cast-in-place concrete pile and a wall or a column and a reinforcement cage assembly. The method comprises the steps that a foundation pit with a preset size is excavated, and a cast-in-place pile reinforcement cage is arranged in the foundation pit; the anchoring positions of longitudinal bars are determined on the pouring pile reinforcement cage; assembling a first reinforcing mesh on the pouring pile reinforcement cage at a first preset height position below the anchoring position; the longitudinal bar anchor is anchored into the anchoring position on the pouring pile reinforcement cage; assembling a second reinforcing mesh on the pouring pile reinforcement cage at a second preset height position above the anchoring position, wherein the second preset height is greater than the first preset height; and pouring is conducted in sequence to form concrete pouring piles and walls or columns, and the steel bar assembly is used for implementing the method. According to the construction method between the cast-in-place concrete pile and the wall or the column and the reinforcement cage assembly, by arranging the first reinforcement mesh and the second reinforcement mesh, the strength of the joint of the cast-in-place concrete pile and the column or the wall is enhanced, the overall stability is enhanced, the cost is reduced, and the construction efficiency is improved.
一种混凝土灌注桩与墙或柱之间的施工方法及钢筋笼总成，该方法包括开挖出预设尺寸的基坑并在基坑内布设浇筑桩钢筋笼；在浇筑桩钢筋笼上确定纵筋的锚固位置；在锚固位置下方第一预设高度位置处将第一钢筋网片装配在浇筑桩钢筋笼上；将纵筋锚锚入在浇筑桩钢筋笼上的锚固位置处；在锚固位置上方的第二预设高度位置处将第二钢筋网片装配在浇筑桩钢筋笼上，第二预设高度大于第一预设高度；依次进行浇筑形成混凝土浇筑桩及墙或柱，该钢筋总成用于上述方法的实施。该混凝土灌注桩与墙或柱之间的施工方法及钢筋笼总成，通过设置第一钢筋网片及第二钢筋网片，以增强混凝土浇筑桩与柱或墙连接处的强度，增强整体的稳定性，且降低了成本，提升了施工效率。
Construction method between cast-in-place concrete pile and wall or column and reinforcement cage assembly
混凝土灌注桩与墙或柱之间的施工方法及钢筋笼总成
JIANG PENG (author) / XU YONG (author) / ZHANG BO (author)
2024-08-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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