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Form-removal-free novel steel bar truss floor support plate and construction structure and construction method thereof
The invention discloses a novel formwork-removal-free steel bar truss floor support plate and a construction structure and a construction method of the novel formwork-removal-free steel bar truss floor support plate. The steel bar truss floor support plate comprises a bottom die steel plate, a plurality of groups of web member steel bars which are transversely arranged at intervals are arranged on the bottom die steel plate, each group of web member steel bars comprises two web member steel bars which are symmetrically arranged in a splayed shape, and an upper chord steel bar which is transversely arranged is connected between the upper parts of the two web member steel bars of each group; the lower portions of the two web member steel bars in each set are connected with lower chord steel bars arranged in the transverse direction. The construction structure comprises the novel formwork-removal-free steel bar truss floor support plate and further comprises a longitudinally-arranged beam formwork. The construction method aims at the construction structure of the formwork-removal-free novel steel bar truss floor support plate. The galvanized steel sheet at the bottom of the truss floor support plate is used as a formwork, the floor support plate can save the working procedures and cost of formwork erecting and dismantling, is attractive and durable, can reduce the field steel bar binding workload by about 70%, and can greatly improve the construction efficiency and reduce the construction cost.
本发明公开了一种免拆模新型钢筋桁架楼承板及其施工结构、施工方法。该钢筋桁架楼承板包括底模钢板,底模钢板上设有若干组沿横向并间隔布置的腹杆钢筋,每组腹杆钢筋包括呈八字形对称布置的两个,每组的两个腹杆钢筋的上部之间连接有沿横向布置的上弦钢筋,每组的两个腹杆钢筋的下部均连接有沿横向布置的下弦钢筋。该施工结构包括上述的免拆模新型钢筋桁架楼承板,还包括纵向布置的梁模板。该施工方法针对上述的免拆模新型钢筋桁架楼承板的施工结构。本发明中桁架楼承板底部镀锌钢板作为模板使用,该楼承板可省去支模、拆模的工序与费用,美观耐用,并且可减少现场钢筋绑扎工作量约70%,能大幅提高施工效率,降低施工成本。
Form-removal-free novel steel bar truss floor support plate and construction structure and construction method thereof
The invention discloses a novel formwork-removal-free steel bar truss floor support plate and a construction structure and a construction method of the novel formwork-removal-free steel bar truss floor support plate. The steel bar truss floor support plate comprises a bottom die steel plate, a plurality of groups of web member steel bars which are transversely arranged at intervals are arranged on the bottom die steel plate, each group of web member steel bars comprises two web member steel bars which are symmetrically arranged in a splayed shape, and an upper chord steel bar which is transversely arranged is connected between the upper parts of the two web member steel bars of each group; the lower portions of the two web member steel bars in each set are connected with lower chord steel bars arranged in the transverse direction. The construction structure comprises the novel formwork-removal-free steel bar truss floor support plate and further comprises a longitudinally-arranged beam formwork. The construction method aims at the construction structure of the formwork-removal-free novel steel bar truss floor support plate. The galvanized steel sheet at the bottom of the truss floor support plate is used as a formwork, the floor support plate can save the working procedures and cost of formwork erecting and dismantling, is attractive and durable, can reduce the field steel bar binding workload by about 70%, and can greatly improve the construction efficiency and reduce the construction cost.
本发明公开了一种免拆模新型钢筋桁架楼承板及其施工结构、施工方法。该钢筋桁架楼承板包括底模钢板,底模钢板上设有若干组沿横向并间隔布置的腹杆钢筋,每组腹杆钢筋包括呈八字形对称布置的两个,每组的两个腹杆钢筋的上部之间连接有沿横向布置的上弦钢筋,每组的两个腹杆钢筋的下部均连接有沿横向布置的下弦钢筋。该施工结构包括上述的免拆模新型钢筋桁架楼承板,还包括纵向布置的梁模板。该施工方法针对上述的免拆模新型钢筋桁架楼承板的施工结构。本发明中桁架楼承板底部镀锌钢板作为模板使用,该楼承板可省去支模、拆模的工序与费用,美观耐用,并且可减少现场钢筋绑扎工作量约70%,能大幅提高施工效率,降低施工成本。
Form-removal-free novel steel bar truss floor support plate and construction structure and construction method thereof
一种免拆模新型钢筋桁架楼承板及其施工结构、施工方法
ZHONG CHANGJIN (Autor:in) / SI ZHENWEI (Autor:in) / QIN PING (Autor:in) / LIU ZHAOWU (Autor:in) / HE LONG (Autor:in) / XU YI (Autor:in) / LI MULIN (Autor:in)
08.08.2023
Patent
Elektronische Ressource
Chinesisch
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