某工程400×1400梁木模板与支撑计算书.doc
400*1400梁木模板与支撑计算书
一、梁模板基本参数
梁截面宽度 B=400mm,
梁截面高度 H=1400mm,
H方向对拉螺栓2道,对拉螺栓直径16mm,
对拉螺栓在垂直于梁截面方向距离(即计算跨度)600mm。
梁模板使用的方木截面50×100mm,
梁模板截面侧面方木距离200mm。
梁底模面板厚度h=18mm,弹性模量E=6000N/mm2,抗弯强度[f]=15N/mm2。
梁侧模面板厚度h=18mm,弹性模量E=6000N/mm2,抗弯强度[f]=15N/mm2。
400 * 1400 template and the support beam calculations
First, the basic parameters of beam template
Beam width B = 400mm,
Beam section height H = 1400mm,
H direction and bolt 2, bolt diameter 16mm,
And bolt in the direction perpendicular to the beam cross-section distance (ie calculation of span) 600mm.
The square wooden beam template section 50 × 100mm,
Beam cross-section side of the square wooden template from 200mm.
Beam bottom die thickness is h = 18mm, elastic modulus E = 6000N/mm2, bending strength [f] = 15N/mm2.
Beam side of the mold panel thickness h = 18mm, elastic modulus E = 6000N/mm2, bending strength [f] = 15N/mm2.