某工程400×1400梁木模板與支撐計(jì)算書.doc
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400*1400梁木模板與支撐計(jì)算書
一、梁模板基本參數(shù)
梁截面寬度 B=400mm，
梁截面高度 H=1400mm，
H方向?qū)菟?道，對(duì)拉螺栓直徑16mm，
對(duì)拉螺栓在垂直于梁截面方向距離(即計(jì)算跨度)600mm。
梁模板使用的方木截面50×100mm，
梁模板截面?zhèn)让娣侥揪嚯x200mm。
梁底模面板厚度h=18mm，彈性模量E=6000N/mm2，抗彎強(qiáng)度[f]=15N/mm2。
梁側(cè)模面板厚度h=18mm，彈性模量E=6000N/mm2，抗彎強(qiáng)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.