A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall
The invention discloses a structure and construction method of a lightweight masonry module post-cast concrete ribbed load-bearing wall. The structure of the lightweight masonry module post-cast concrete ribbed load-bearing wall comprises a lightweight masonry module, wherein the lightweight masonry module comprises an outer die surface, heat preservation insert blocks, building block inner rib plates, pull members, crack resistant nets, core columns, vertical steel, horizontal ribs, horizontal pull steel and building block outer rib plates. The building block inner rib plates are internally provided with the crack resistant nets, two ends of the building block inner rib plates are fixedly connected with the outer die surface, the outer die surface is internally provided with the crack resistant nets, the crack resistant nets in the outer die surface are fixedly connected with the crack resistant nets in the building bock inner rib plates through the pull members, and two sides of thebuilding block inner rib plates are fixedly connected with the core columns. According to the structure and construction method of the lightweight masonry module post-cast concrete ribbed load-bearingwall, a non-combustible light material is used as a module to solve the hidden danger of fire safety thoroughly, and the impermeability and impact resistance performance of the wall is improved significantly. The core columns intersect with the horizontal ribs to form a mesh concrete rib structure and interact with the vertical steel and the horizontal pull steel, and the bearing capacity of thewall is effectively improved.
本发明公开了一种轻质砌筑模块后浇混凝土肋格承重墙体的构造及施工方法，包括轻质砌筑模块，所述轻质砌筑模块包括外模面、保温插块、砌块内肋板、拉结件、抗裂网、芯柱、竖钢、水平肋格、水平拉钢和砌块外肋板，所述砌块内肋板内设置有抗裂网，所述砌块内肋板的两端固定连接有外模面，所述外模面内设置有抗裂网，所述外模面内的抗裂网与砌块内肋板内的抗裂网通过拉结件固定连接，所述砌块内肋板的两侧均固定连接有芯柱，本发明采用不燃的轻质材料作为模块，彻底解决火灾安全隐患，墙体抗渗性能、抗撞击性能显著提高。芯柱和水平肋格相交，形成网状混凝土肋格结构，和竖钢和水平拉钢共同作用，可以有效提供墙体的承载能力。
Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall
The invention discloses a structure and construction method of a lightweight masonry module post-cast concrete ribbed load-bearing wall. The structure of the lightweight masonry module post-cast concrete ribbed load-bearing wall comprises a lightweight masonry module, wherein the lightweight masonry module comprises an outer die surface, heat preservation insert blocks, building block inner rib plates, pull members, crack resistant nets, core columns, vertical steel, horizontal ribs, horizontal pull steel and building block outer rib plates. The building block inner rib plates are internally provided with the crack resistant nets, two ends of the building block inner rib plates are fixedly connected with the outer die surface, the outer die surface is internally provided with the crack resistant nets, the crack resistant nets in the outer die surface are fixedly connected with the crack resistant nets in the building bock inner rib plates through the pull members, and two sides of thebuilding block inner rib plates are fixedly connected with the core columns. According to the structure and construction method of the lightweight masonry module post-cast concrete ribbed load-bearingwall, a non-combustible light material is used as a module to solve the hidden danger of fire safety thoroughly, and the impermeability and impact resistance performance of the wall is improved significantly. The core columns intersect with the horizontal ribs to form a mesh concrete rib structure and interact with the vertical steel and the horizontal pull steel, and the bearing capacity of thewall is effectively improved.
本发明公开了一种轻质砌筑模块后浇混凝土肋格承重墙体的构造及施工方法，包括轻质砌筑模块，所述轻质砌筑模块包括外模面、保温插块、砌块内肋板、拉结件、抗裂网、芯柱、竖钢、水平肋格、水平拉钢和砌块外肋板，所述砌块内肋板内设置有抗裂网，所述砌块内肋板的两端固定连接有外模面，所述外模面内设置有抗裂网，所述外模面内的抗裂网与砌块内肋板内的抗裂网通过拉结件固定连接，所述砌块内肋板的两侧均固定连接有芯柱，本发明采用不燃的轻质材料作为模块，彻底解决火灾安全隐患，墙体抗渗性能、抗撞击性能显著提高。芯柱和水平肋格相交，形成网状混凝土肋格结构，和竖钢和水平拉钢共同作用，可以有效提供墙体的承载能力。
Structure and construction method of lightweight masonry module post-cast concrete ribbed load-bearing wall
一种轻质砌筑模块后浇混凝土肋格承重墙体的构造及施工方法
GU ZONGTANG (author) / LI YUNFENG (author)
2020-09-18
Patent
Electronic Resource
Chinese
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