Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Binding method for column stirrups at intersection joint of large-section beam and column
The invention discloses a method for binding a column stirrup at an intersection node of a large-section beam and a column, and solves the problem of how to enable steel bars in the beam column to be intersected in place, particularly to bind the column stirrup at the intersection in place under the condition that the height of the beam is large. In-beam steel bar binding is lifted to the position over a concrete pouring formwork in a support erecting mode, meanwhile, erecting ribs are temporarily bound on in-column main ribs, the in-column main ribs are replaced with the erecting ribs, traditional stirrup binding on the in-column main ribs at the beam-column intersection position is changed to be carried out on the erecting ribs, and therefore the construction efficiency is greatly improved. Therefore, the defects that the formwork is too high and the space is limited when the stirrups are bound at the intersection are overcome, high-quality arrangement and binding of the stirrups on the erecting ribs are achieved, and the steel reinforcement framework in the beam, the erecting ribs (12) and the erecting rib stirrups (14) form an integrated steel reinforcement framework with the beam column combined together. The problem that column stirrups at the intersection joint of the large-section beam and the column are difficult to bind is solved.
本发明公开了一种大截面梁与柱的交汇节点处的柱箍筋的绑扎方法，解决了在梁的高度较大情况下，如何使梁柱内钢筋交汇到位，特别是将交汇点处的柱箍筋绑扎到位的问题；通过支架架起的方式，将梁内钢筋绑扎上升到混凝土浇筑模板正上方进行，同时，通过在柱内主筋上临时绑扎架立筋，用架立筋代替柱内主筋，将传统的在梁柱交汇处柱内主筋上的箍筋绑扎，变更为在架立筋上进行，从而克服了交汇处绑扎箍筋时遇到的模板过高和空间受限的缺陷，实现了架立筋上箍筋的高质量布设和绑扎，使梁内钢筋骨架、架立筋（12）和架立筋箍筋（14）形成一个一体的梁柱结合在一起的钢筋骨架；本发明克服了大截面梁与柱交汇节点处的柱箍筋绑扎困难的问题。
Binding method for column stirrups at intersection joint of large-section beam and column
The invention discloses a method for binding a column stirrup at an intersection node of a large-section beam and a column, and solves the problem of how to enable steel bars in the beam column to be intersected in place, particularly to bind the column stirrup at the intersection in place under the condition that the height of the beam is large. In-beam steel bar binding is lifted to the position over a concrete pouring formwork in a support erecting mode, meanwhile, erecting ribs are temporarily bound on in-column main ribs, the in-column main ribs are replaced with the erecting ribs, traditional stirrup binding on the in-column main ribs at the beam-column intersection position is changed to be carried out on the erecting ribs, and therefore the construction efficiency is greatly improved. Therefore, the defects that the formwork is too high and the space is limited when the stirrups are bound at the intersection are overcome, high-quality arrangement and binding of the stirrups on the erecting ribs are achieved, and the steel reinforcement framework in the beam, the erecting ribs (12) and the erecting rib stirrups (14) form an integrated steel reinforcement framework with the beam column combined together. The problem that column stirrups at the intersection joint of the large-section beam and the column are difficult to bind is solved.
本发明公开了一种大截面梁与柱的交汇节点处的柱箍筋的绑扎方法，解决了在梁的高度较大情况下，如何使梁柱内钢筋交汇到位，特别是将交汇点处的柱箍筋绑扎到位的问题；通过支架架起的方式，将梁内钢筋绑扎上升到混凝土浇筑模板正上方进行，同时，通过在柱内主筋上临时绑扎架立筋，用架立筋代替柱内主筋，将传统的在梁柱交汇处柱内主筋上的箍筋绑扎，变更为在架立筋上进行，从而克服了交汇处绑扎箍筋时遇到的模板过高和空间受限的缺陷，实现了架立筋上箍筋的高质量布设和绑扎，使梁内钢筋骨架、架立筋（12）和架立筋箍筋（14）形成一个一体的梁柱结合在一起的钢筋骨架；本发明克服了大截面梁与柱交汇节点处的柱箍筋绑扎困难的问题。
Binding method for column stirrups at intersection joint of large-section beam and column
大截面梁与柱的交汇节点处的柱箍筋的绑扎方法
WANG JIPING (Autor:in) / WANG MEILING (Autor:in) / WANG RU (Autor:in) / XING GE (Autor:in) / HUO XUYANG (Autor:in) / WU JUNFENG (Autor:in) / YUAN ZHENFANG (Autor:in) / HAO LIPING (Autor:in) / WU XIANFENG (Autor:in)
08.07.2022
Patent
Elektronische Ressource
Chinesisch
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