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Concrete preparation pouring steel formwork
The invention relates to a concrete preparation pouring steel formwork. The concrete preparation pouring steel formwork comprises two side supporting plates, inclined supporting plates, butt joint plates, supporting rods, a supporting bottom plate, an adjusting mechanism and a supporting mechanism, wherein a groove is formed in the outer side face of each side supporting plate; the adjusting mechanism is connected into the grooves in the side supporting plates; the left end and the right end of each side supporting plate are each connected with one inclined supporting plate; the inclined supporting plates are obliquely arranged; a positioning clamping groove is formed in the middle of the inner end of each inclined supporting plate; and the butt joint plates are distributed between the inner ends of the two adjacent inclined supporting plates at the left end of each side supporting plate and between the inner ends of the two adjacent inclined supporting plates at the right end of eachside supporting plate. The problems that when an existing hexagonal building steel formwork is supported, the splicing stability of the hexagonal steel formwork is poor, the formwork mounting and dismounting steps are complex, the hexagonal steel formworks cannot be integrally connected, and the integrity of the steel formwork is poor can be solved.
本发明涉及一种混凝土制备浇筑钢模板,包括侧支板、斜支板、对接板、支撑杆、支撑底板、调节机构和支护机构,所述的侧支板的数量为二,每个侧支板的外侧面均设置有凹槽,调节机构连接在侧支板上的凹槽内,每个侧支板的左右两端均连接有一个斜支板,斜支板倾斜布置,每个斜支板的内端中部均设置有一个定位卡槽,侧支板左端相邻的两个斜支板的内端之间与侧支板右端相邻的两个斜支板的内端之间均分布有一个对接板。本发明可以解决现有针对六边形的建筑钢模板进行支护时存在的:六边形的钢模板拼接稳定性较差,且模板的安装与拆卸步骤较为繁琐;六边形的钢模板之间无法进行一体化连接,使得钢模板的整体性较差等问题。
Concrete preparation pouring steel formwork
The invention relates to a concrete preparation pouring steel formwork. The concrete preparation pouring steel formwork comprises two side supporting plates, inclined supporting plates, butt joint plates, supporting rods, a supporting bottom plate, an adjusting mechanism and a supporting mechanism, wherein a groove is formed in the outer side face of each side supporting plate; the adjusting mechanism is connected into the grooves in the side supporting plates; the left end and the right end of each side supporting plate are each connected with one inclined supporting plate; the inclined supporting plates are obliquely arranged; a positioning clamping groove is formed in the middle of the inner end of each inclined supporting plate; and the butt joint plates are distributed between the inner ends of the two adjacent inclined supporting plates at the left end of each side supporting plate and between the inner ends of the two adjacent inclined supporting plates at the right end of eachside supporting plate. The problems that when an existing hexagonal building steel formwork is supported, the splicing stability of the hexagonal steel formwork is poor, the formwork mounting and dismounting steps are complex, the hexagonal steel formworks cannot be integrally connected, and the integrity of the steel formwork is poor can be solved.
本发明涉及一种混凝土制备浇筑钢模板,包括侧支板、斜支板、对接板、支撑杆、支撑底板、调节机构和支护机构,所述的侧支板的数量为二,每个侧支板的外侧面均设置有凹槽,调节机构连接在侧支板上的凹槽内,每个侧支板的左右两端均连接有一个斜支板,斜支板倾斜布置,每个斜支板的内端中部均设置有一个定位卡槽,侧支板左端相邻的两个斜支板的内端之间与侧支板右端相邻的两个斜支板的内端之间均分布有一个对接板。本发明可以解决现有针对六边形的建筑钢模板进行支护时存在的:六边形的钢模板拼接稳定性较差,且模板的安装与拆卸步骤较为繁琐;六边形的钢模板之间无法进行一体化连接,使得钢模板的整体性较差等问题。
Concrete preparation pouring steel formwork
一种混凝土制备浇筑钢模板
JIN SHUANG (author) / SU MEILIN (author)
2020-08-21
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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