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Steel mesh formwork component, LP wall and construction technology of LP wall
The invention belongs to the technical field of building construction, and particularly relates to a steel mesh formwork component, an LP wall and a construction technology of the LP wall, the steel mesh formwork component comprises a standard section component and a lap joint section component, and the standard section component and the lap joint section component are vertically spliced to form the whole steel mesh formwork component; the standard section component comprises a first steel bar assembly, a plurality of first clamping pieces welded to the interior of the first steel bar assembly and first mold nets fixed to the two ends of the first clamping pieces. The center distance between every two adjacent first clamping pieces is the required modulus. And the lap joint section component comprises a second steel bar assembly, a plurality of second clamping pieces welded to the interior of the second steel bar assembly and second mold nets fixed to the two ends of the second clamping pieces, the center distance between every two adjacent second clamping pieces is equal to the needed modulus, and part of the distance is adjusted according to the total height of the wall. The mismatching between the steel mesh modulus and the building elevation is eliminated through the lap joint section component, and the building elevation can be accurately controlled.
本发明属于建筑施工技术领域,具体涉及一种钢网模板构件、LP墙体及其施工工艺,所述钢网模板构件包括标准段构件和搭接段构件,所述标准段构件和所述搭接段构件竖向拼接构成整体钢网模板构件;标准段构件包括第一钢筋组件、焊接于第一钢筋组件内部的若干第一卡持片以及固定于第一卡持片两端的第一模网;相邻第一卡持片的中心间距均为所需模数;搭接段构件包括第二钢筋组件、焊接于第二钢筋组件内部的若干第二卡持片以及固定于第二卡持片两端的第二模网,相邻第二卡持片的中心间距,其中部分间距为所需模数,部分间距依据墙体总高度进行调整。本发明通过搭接段构件消除钢网模数与建筑标高的不匹配,能够实现精准控制建筑标高。
Steel mesh formwork component, LP wall and construction technology of LP wall
The invention belongs to the technical field of building construction, and particularly relates to a steel mesh formwork component, an LP wall and a construction technology of the LP wall, the steel mesh formwork component comprises a standard section component and a lap joint section component, and the standard section component and the lap joint section component are vertically spliced to form the whole steel mesh formwork component; the standard section component comprises a first steel bar assembly, a plurality of first clamping pieces welded to the interior of the first steel bar assembly and first mold nets fixed to the two ends of the first clamping pieces. The center distance between every two adjacent first clamping pieces is the required modulus. And the lap joint section component comprises a second steel bar assembly, a plurality of second clamping pieces welded to the interior of the second steel bar assembly and second mold nets fixed to the two ends of the second clamping pieces, the center distance between every two adjacent second clamping pieces is equal to the needed modulus, and part of the distance is adjusted according to the total height of the wall. The mismatching between the steel mesh modulus and the building elevation is eliminated through the lap joint section component, and the building elevation can be accurately controlled.
本发明属于建筑施工技术领域,具体涉及一种钢网模板构件、LP墙体及其施工工艺,所述钢网模板构件包括标准段构件和搭接段构件,所述标准段构件和所述搭接段构件竖向拼接构成整体钢网模板构件;标准段构件包括第一钢筋组件、焊接于第一钢筋组件内部的若干第一卡持片以及固定于第一卡持片两端的第一模网;相邻第一卡持片的中心间距均为所需模数;搭接段构件包括第二钢筋组件、焊接于第二钢筋组件内部的若干第二卡持片以及固定于第二卡持片两端的第二模网,相邻第二卡持片的中心间距,其中部分间距为所需模数,部分间距依据墙体总高度进行调整。本发明通过搭接段构件消除钢网模数与建筑标高的不匹配,能够实现精准控制建筑标高。
Steel mesh formwork component, LP wall and construction technology of LP wall
一种钢网模板构件、LP墙体及其施工工艺
CHEN XINGCEN (author) / LIU CHUN (author)
2023-03-03
Patent
Electronic Resource
Chinese
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