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Prefabricated steel bar truss floor support plate and construction process thereof
The invention relates to the field of building equipment, discloses a prefabricated assembly type steel bar truss floor support plate and a construction technology thereof, and effectively solves the problems that at present, different steel bar trusses are different in size and not easy to fix, the prefabricated assembly type steel bar truss floor support plate comprises a floor support plate body, and steel bar trusses are installed at the top end of the floor support plate body at equal intervals; positioning installation mechanisms are arranged between the steel bar truss and the floor support plate at equal intervals, the steel bar truss comprises two lower chord steel bars, an upper chord steel bar is arranged above the two lower chord steel bars, web member steel bars are installed between the upper chord steel bar and the two lower chord steel bars, and the web member steel bars are arranged to be in a wave shape. According to the invention, the first screw rod is rotated to push the movable plate to move in the movable groove, and the first connecting rod pulls the two sliding seats to relatively move to the upper part of the two lower chord steel bars, so that the steel bar truss with different distances between the two lower chord steel bars can be conveniently fixed; and the steel bar trusses with different sizes can be conveniently connected with the floor support plate.
本发明涉及建筑设备领域,且公开了一种预制装配式钢筋桁架楼承板及其施工工艺,有效的解决了目前不同的钢筋桁架的尺寸不一,不易进行固定的问题,包括楼承板,所述楼承板的顶端等距安装有钢筋衍架,钢筋衍架与楼承板之间等距设有定位安装机构,钢筋衍架包括两个下弦钢筋,两个下弦钢筋的上方设有上弦钢筋,上弦钢筋与两个下弦钢筋之间均安装有腹杆钢筋,腹杆钢筋设置呈波浪型,腹杆钢筋与下弦钢筋之间等距形成多个三角形区域,本发明,通过转动第一螺杆,推动活动板在活动槽内移动,通过第一连杆拉动两个滑座相对移动至两个下弦钢筋上方,方便对两个下弦钢筋之间距离不同的钢筋衍架进行固定,方便不同尺寸的钢筋衍架与楼承板连接。
Prefabricated steel bar truss floor support plate and construction process thereof
The invention relates to the field of building equipment, discloses a prefabricated assembly type steel bar truss floor support plate and a construction technology thereof, and effectively solves the problems that at present, different steel bar trusses are different in size and not easy to fix, the prefabricated assembly type steel bar truss floor support plate comprises a floor support plate body, and steel bar trusses are installed at the top end of the floor support plate body at equal intervals; positioning installation mechanisms are arranged between the steel bar truss and the floor support plate at equal intervals, the steel bar truss comprises two lower chord steel bars, an upper chord steel bar is arranged above the two lower chord steel bars, web member steel bars are installed between the upper chord steel bar and the two lower chord steel bars, and the web member steel bars are arranged to be in a wave shape. According to the invention, the first screw rod is rotated to push the movable plate to move in the movable groove, and the first connecting rod pulls the two sliding seats to relatively move to the upper part of the two lower chord steel bars, so that the steel bar truss with different distances between the two lower chord steel bars can be conveniently fixed; and the steel bar trusses with different sizes can be conveniently connected with the floor support plate.
本发明涉及建筑设备领域,且公开了一种预制装配式钢筋桁架楼承板及其施工工艺,有效的解决了目前不同的钢筋桁架的尺寸不一,不易进行固定的问题,包括楼承板,所述楼承板的顶端等距安装有钢筋衍架,钢筋衍架与楼承板之间等距设有定位安装机构,钢筋衍架包括两个下弦钢筋,两个下弦钢筋的上方设有上弦钢筋,上弦钢筋与两个下弦钢筋之间均安装有腹杆钢筋,腹杆钢筋设置呈波浪型,腹杆钢筋与下弦钢筋之间等距形成多个三角形区域,本发明,通过转动第一螺杆,推动活动板在活动槽内移动,通过第一连杆拉动两个滑座相对移动至两个下弦钢筋上方,方便对两个下弦钢筋之间距离不同的钢筋衍架进行固定,方便不同尺寸的钢筋衍架与楼承板连接。
Prefabricated steel bar truss floor support plate and construction process thereof
一种预制装配式钢筋桁架楼承板及其施工工艺
YUAN JIANHUI (author) / LIU JUNHUI (author) / LIU WEI (author) / LIU JINXUAN (author) / XIAO KAI (author) / LI XING (author) / XIE TAO (author) / LIU TAO (author) / LI QIAN (author) / LIU YIFAN (author)
2024-05-03
Patent
Electronic Resource
Chinese
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