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Erecting mode of plate buckle type formwork supporting frame at ramp
The invention discloses a method for erecting a disc buckle type formwork supporting frame at a ramp. The method comprises the following steps that a plane arrangement diagram of the disc buckle type formwork supporting frame is planned according to the gradient of the ramp; and positioning a position point of a vertical rod of the disc buckle type template support frame on the plane layout diagram. And the positions of the vertical rods are positioned on the ramp according to the position points on the plane arrangement diagram, anti-sliding concrete wedge blocks are constructed on the positions, and the top faces of the anti-sliding concrete wedge blocks are planes. And vertical rods are arranged on the anti-sliding concrete wedge blocks according to the plane arrangement diagram, the vertical rods are leveled, transverse rods and diagonal draw bars of the disc buckle type formwork supporting frame are connected between the vertical rods, and erecting of the disc buckle type formwork supporting frame at the ramp position is completed. According to the erecting method, the anti-sliding concrete wedge blocks are arranged, so that the problem of instability of the disc buckle type formwork supporting frame at the ramp is solved.
本申请公开了一种坡道处的盘扣式模板支撑架搭设方法,包括以下步骤:根据坡道的坡度规划出盘扣式模板支撑架的平面布置图。在平面布置图定位出盘扣式模板支撑架的立杆的位置点。根据平面布置图上的位置点在坡道上定位出立杆的位置,在位置上施工防滑移混凝土楔块,防滑移混凝土楔块的顶面为平面。根据平面布置图在防滑移混凝土楔块上布置立杆,并找平立杆,在立杆之间连接盘扣式模板支撑架的横杆和斜拉杆,完成坡道处的盘扣式模板支撑架的搭设。本申请的搭设方法中,通过设置防滑移混凝土楔块,解决了坡道处的盘扣式模板支撑架失稳的问题。
Erecting mode of plate buckle type formwork supporting frame at ramp
The invention discloses a method for erecting a disc buckle type formwork supporting frame at a ramp. The method comprises the following steps that a plane arrangement diagram of the disc buckle type formwork supporting frame is planned according to the gradient of the ramp; and positioning a position point of a vertical rod of the disc buckle type template support frame on the plane layout diagram. And the positions of the vertical rods are positioned on the ramp according to the position points on the plane arrangement diagram, anti-sliding concrete wedge blocks are constructed on the positions, and the top faces of the anti-sliding concrete wedge blocks are planes. And vertical rods are arranged on the anti-sliding concrete wedge blocks according to the plane arrangement diagram, the vertical rods are leveled, transverse rods and diagonal draw bars of the disc buckle type formwork supporting frame are connected between the vertical rods, and erecting of the disc buckle type formwork supporting frame at the ramp position is completed. According to the erecting method, the anti-sliding concrete wedge blocks are arranged, so that the problem of instability of the disc buckle type formwork supporting frame at the ramp is solved.
本申请公开了一种坡道处的盘扣式模板支撑架搭设方法,包括以下步骤:根据坡道的坡度规划出盘扣式模板支撑架的平面布置图。在平面布置图定位出盘扣式模板支撑架的立杆的位置点。根据平面布置图上的位置点在坡道上定位出立杆的位置,在位置上施工防滑移混凝土楔块,防滑移混凝土楔块的顶面为平面。根据平面布置图在防滑移混凝土楔块上布置立杆,并找平立杆,在立杆之间连接盘扣式模板支撑架的横杆和斜拉杆,完成坡道处的盘扣式模板支撑架的搭设。本申请的搭设方法中,通过设置防滑移混凝土楔块,解决了坡道处的盘扣式模板支撑架失稳的问题。
Erecting mode of plate buckle type formwork supporting frame at ramp
一种坡道处的盘扣式模板支撑架搭设方式
WU LEWEN (author) / WEI WEI (author) / GUO ZHENXIONG (author) / LYU JIALIN (author) / CHEN LIANG (author) / WANG YINGGE (author) / YOU JUNQIANG (author)
2022-12-20
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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