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发表日期:2011-06-16 摄影器材: 点击数: 投票数:
 Gangue hollow block residential seismic strengthening 
 Approach the level of the role of calculation i earthquake hit, the material strength and dimensional values ??are different, to be converted, this press calculated as = (ink. A. (4) where - the first anti-seismic Road plywood walls shear strength (N) I also - the first channel wall in the 1 / 2 storey office of the original cross-sectional area (including the wall of the hollow part) (cm) I. - walls in, / 2-storey office The average compressive stress (kg / cm )}--- factor, consider a new masonry structure, the old system of norms on the strength of the material value of the difference approximation to take o.5} Lo: - consider the impact factor of the hollow wall reference to converted into the original masonry wall shear strength (referred to as Ri + R (5 /) a J,, steel strength control elbow%: R0.26Rj ten R (6), where j - steel mesh mortar layer thickness (C1TI); - the original wall thickness (cm); n - surface layers of plywood wall reinforcement number; mouth - a single steel sectional area (cm); s - reinforced steel mesh spacing in cm dollars, after prescribing units still take cm1 - steel tensile strength,herve leger toronto, R = 2400kg/cm2}, j - Tu mortar surface shear strength (kg / cm), a 37 - joint shear strength, cracking walls, take R: 0; not crack the wall, take R seismic bearing capacity of plywood walls, and calculate the horizontal layers of barrier wall bearing capacity and the Ministry. no reinforcement of the four walls, bearing capacity is taken as zero when calculating bearing capacity of four plywood walls,herve leger skirts, j values ??at R0. because of the calculation unit consists of two residential units,Beats By Dre Headphones, so in addition to ⑦ shaft wall, the rest of the wall are two Table 5 lists the cross-layer reinforced Wei seismic bearing capacity of the wall and they are larger than the seismic shear layers. prepare Lou plywood walls of the converted shear strength R, (kg / cm)-hsiang 4 things to repeatedly reinforced steel mesh thickness on J J = 0 ugly carcass deposited on o88l (era) (kg / cm) 6@200X2003.894.2l3 coins 6 @ 200 × 2003.683.9l3 currency 6@400x4002.63.0946 @ 200 × 2007.9681936 @ 200 × 2007.367.5936 @ 4O0 × O05.725.95 horizontal wall reinforcement back-morning disturbance shock capacity (kN) 5th Floor,vibram five fingers outlet, wall axis decline Tu-38 a IsfsIeJI, only the top of the masonry openings height 0.45m, wall openings will be divided into several horizontal wall section, reducing the structural columns of the cross wall constraint. seismic retrofit design also must take appropriate structural characteristics of housing measures block different houses and brick, block size, and have holes, bonding between poor reinforcement to prevent damage to the original wall, the wall hole to the use of mechanical drilling, reaming,Beats By Dre Studio, is strictly prohibited with a hammer smashing} holes in the mortar layer on location as much as possible, to ensure construction quality. plus a structural column, wall ring beam with a solid Rachel, but can not be applied to some of the reinforced brick construction method in brick, in general, is to extend structural columns The level of muscle into a wall within a special play of the stream, and then key in the pin hole in-situ concrete, masonry block in gangue relatively large hole on the fight more difficult, and because the holes up and down through the wall, in-situ Concrete is not easy to achieve key sales this end, cross-wall construction Gui and Rachel used the method shown in Figure 5 due to construction and plywood walls in the same Gui cross wall axis, the level of structural columns out of the anchor bars can directly anchored in the cement mortar layer, without the holes in the wall anchor, this approach requires anchoring layer of cement mortar and the original wall surface Rachel should be strengthened. ring beam and wall of Rachel in Figure 6 show steel couplings approach. ring beam to be closed, the balcony walls on both sides of the ring beam to each other Rachel, reinforcement anchorage length to meet the requirements prince Yu structural columns and horizontal wall 5 Rachel Figure 6 ring pull charm and walls Results 0 0 K You Sapporo ili0:: ¨ 46O5 Qiu l 
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