|
|
1) design of supporting of formwork
模板支撑设计
2) support design
支撑设计
3) formwork supporting
模板支撑
1.
The technology measures about transfer floor thick plate of Tongzhou Wanhao Apartment in Jiangsu were introduced including formwork supporting,assembling reinforcement and installation,concrete pouring and control of mass concrete cracks,which can ensure concrete construction quality.
着重介绍江苏通州万豪公寓转换层厚板模板支撑、钢筋绑扎与安装、混凝土浇筑及大体积混凝土裂缝控制等技术措施,从而保证了混凝土的施工质量。
2.
In this paper,according to construction characteristics of high-rise building conversion layer,construction technology measures are taken to ensure the security of formwork supporting structure and bottom concrete structure,and the quality control of mass concrete casting in conversion layer.
针对高层建筑结构转换层施工的特点,采取一些相应的施工技术措施来保证模板支撑结构和下部混凝土结构的安全,保证转换层大体积混凝土的浇筑质量。
4) formwork support
模板支撑
1.
The design of 2.5 m large volume concrete formwork support in some medical technology building;
某医技楼2.5m厚大体积混凝土模板支撑设计
2.
Discussion on common safety problems of fastener-type steel tubular formwork supporting system;
钢管扣件式模板支撑系统常见安全问题初探
3.
The system of formwork support for 11000M oval-shape digester;
11000M~3卵形消化池的模板支撑体系
5) template supporting
模板支撑
1.
This paper introduces the application of fastener scaffold with steel pipe in template supporting system with long -span beam.
本文主要通过工程实例介绍扣件式钢管脚手架在高大跨度梁板模板支撑中的应用,并根据有关规范规定、现场实际情况及现有材料等,结合实践经验对其进行探讨和总结。
2.
In the construction of 2m thick slab-type structural change-over floor, we place an emphasis on solving the template supporting system, reasonable placement sequence of steel reinforcement, treatment of horizontal construction, protection of concrete cracking etc.
在2m厚板的结构转换层施工中,重点解决了模板支撑系统、合理安排钢筋就位次序、水平施工缝处理、混凝土防裂等难题,采用“斜面分层布料、薄层浇注振捣、分层浇筑成型”的方法浇筑大体积混凝土,严格控制混凝土内外温差,使板式结构转换层支撑系统稳定可靠,温差控制效果及混凝土观感质量好,无结构性裂缝。
6) follow board support
模板支撑
1.
Construction technology of follow board support for rib floor;
密肋楼板模板支撑的施工技术
补充资料：模板的设计
一.上模座(P03A)
1.材質:S45C
當模長<450,一般用S45C材質,可用過盈配合或無氧膠固定,主導套外徑比模座孔大(ψ0.25-ψ0.30)
當模長≧450,一般用A7075材質,只能用灌膠(A.B膠)固定主導套,主導套外徑比模座孔大(ψ0.10-ψ0.15)
2.長度尺寸≧350mm,依實際需要.
寬度:按FUTABA標准P87頁,B≧250,280,320……
厚度:T=50.00,行程≦4.5;大模具T=60.000,行程 > 4.5
3.孔:1)主導套:用ψ28(L<400);400≦L≦500,用ψ32;當L>500,用ψ36
2)灌膠孔:一般小模具對角2只
一般大模具對角4只
ψ20+0.20/0.15 ψ22*30 DEEP
3)彈簧孔: M3 M4 M5 M6 M8 M10粗牙M12(粗細牙) M14 M16 M18 M20 M22 M24 M25 M27 M33 M36(除安裝及搬運孔),DISK后面的止付螺絲M22-M32
4)等高套筒(ψ17)及墊圈 (ψ16):
5)鎖P01A孔(ψ9.0,沉頭孔(10DEEP),依模板厚度定.(牙攻在P01A,強度好,易拆卸)
6)鎖P02A孔(ψ9.0,沉頭孔(10DEEP)(倒挂式)
7)鎖STOPPER孔:M6,ψ7.0THR, ψ12.0*10.0CB
8)倒角2.0
9)壓板U形槽90的倍數,大于180
10)搬運螺孔,M16
11)吊模府螺孔:M14(粗牙),距離等于310
12)定位孔(衝壓用) 二上墊板(P02A),材質SKD11,HRC60
1. 尺寸:小模具T=15MM, 大模具T=20MM,長度同上模座(或分塊),寬120,140,160,180,200
ψ6.5THR/ψ12.0*6.5BOTT)
2. 孔: 1)鎖固定(ψ9.0)
2)DISK ψ13.0
3)等高套 ψ13.0
4)灌膠PIN孔ψ22.0
5)滑塊沉6.10(滑塊厚6.0),7.10,8.10間隙單邊0.20,衝子底部更大
6) ψ9.0
7) ψ12.0*6.5BOTT,盡量與DISK在一條線上 三.衝子固定板(P01A)
1.材質 SKD11 HRC60;大小同P02A.
2.THICKNESS=20.000
3.孔:1)付導柱ψ16+0.024/0.015過渡配合或ψ33.980THR
2)衝子入子框口(0對0)
3)固定螺紋孔M8
4)DISK孔ψ13.0
5)等高套筒ψ13.0
6)螺孔(M4*12.0)BOTT 壓板
7)灌膠PIN孔ψ10.005, ψ15.0*6.0BOTT
8)滑塊固定螺孔M4*15.0側面
9)PILOT,老式模具 四.剝料板背板
1. 材質:SKD11 HRC60,大小與P01A一致
2. 厚度一般為8.90(L≦400),≦15.0mm,當L>400時,T=13.90,或分塊,易加工,不變形.
3. 孔:1)等高套ψ9.0(閃M8螺栓)
2)固定M6, ψ7.0THR, ψ12*6.5BOTTOM
3)和S01A定位ψ4.02的定位銷孔配ψ4.0
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条
|