推荐回答(5个)
抄平放线方法有哪些
(1)基础施工测量:包括桩基施工测量、基槽开挖的抄平放线、基础放线、±0.000 标高以下的抄平放线。在这些工作中,±0.000 标高线的测定对确保槽底标高无误是至关重要的。
(2)土方开挖期间标高控制:在土方开挖期间,对于标高的测定,采用专人负责,随挖随测的方法。在接近基底时,应将标高点引到基坑内,可在工程桩钢筋上做记号。作为底板施工阶段垫层浇筑、支底板模板的依据。
(3)地下室施工阶段标高测量方法:为了保证建筑全高控制的精度要求,在基础施工中就应注意准确地测设标高。为±0.00 以上的标高传递打好基础。将现场水准点标高引测至地下室基坑内,可在基坑四周的挡土桩上画出整米数的水平线,作为地下室标高测量的依据。标高控制线应根据施工需要画出多处,对于各条标高线,应予校测,误差较大时(>5mm)应予调整。
找平就是平面控制网,由水准仪量测多个基准点和基准线组成。
办法:向专业机构专业人士书面请教;
参加专业培训。
基槽开挖边线放线与基坑抄平
1.基槽开挖边线放线
在基础开挖前,按照基础详图上的基槽宽度和上口放坡的尺寸,由中心桩向两边各量出开挖边线尺寸,并作好标记;然后在基槽两端的标记之间拉一细线,沿着细线在地面用白灰撒出基槽边线,施工时就按此灰线进行开挖。
2.基坑抄平
为了控制基槽开挖深度,当基槽开挖接近槽底时,在基槽壁上自拐角开始,每隔3~5m测设一根比槽底设计高程提高0.3~0.5m的水平桩,作为挖槽深度、修平槽底和打基础垫层的依据。水平桩一般用水准仪根据施工现场已测设的±0标志或龙门板顶面高程来测设的。如图9.9所示,槽底设计高程为-1.700m,欲测设比槽底 设计高程高0.500m的水平桩,首先在地面适当地方安置水准仪,立水准尺于±0标志或龙门板顶面上,读取后视读数为0.774m,求得测设水平桩的应读前视读数0.774+1.700-0.500=1.974m。然后贴槽壁立水准尺并上下移动,直至水准仪水平视线读数为1.974m时,沿尺子底面在槽壁打一小木桩,即为要测设的水平桩。
为砌筑建筑物基础,所挖地槽呈深坑状的叫基坑。若基坑过深,用一般方法不能直接测定坑底标高时,可用悬挂的钢尺来代替水准尺把地面高程传递到深坑内。
基础施工放线
基础施工包括垫层和基础墙的施工。
1.垫层中线的测设
在基础垫层打好后,根据龙门板上的轴线钉或轴线控制桩,用经纬仪或用拉绳挂锤球的方法(见图9.8a和图9.8b),把轴线投测到垫层面上,并用墨线弹出墙中心线和基础边线,作为砌筑基础的依据。由于整个墙身砌筑均以此线为准,所以要进行严格校核。
2.垫层面标高的测设
垫层面标高的测设是以槽壁水平桩为依据在槽壁弹线,或在槽底打入小木桩进行控制。如果垫层需支架模板可以直接在模板上弹出标高控制线。
3.基础墙标高的控制
墙中心线投在垫层上,用水准仪检测各墙角垫层面标高后,即可开始基础墙(±0.00以下的墙)的砌筑,基础墙的高度是用基础皮数杆来控制的。基础皮数杆是用一根木杆制成,在杆上事先按照设计尺寸将每皮砖和灰缝的厚度一一画出,每五皮砖注上皮数,(基础皮数杆的层数从±0.00m向下注记)并标明±0.00m和防潮层等的标高位置。
立皮数杆时,可先在立杆处打一根木桩,用水准仪在木桩侧面定出一条高于垫层标高某一数值(10㎝)的水平线,然后将皮数杆上标高相同于木桩上的水平线对齐,并用钉把皮数杆与木桩钉在一起,作为基础墙砌筑的标高依据。
基础施工结束后,应检查基础面的标高是否符合设计要求。可用水准仪测出基础面上若干点的高程,并与设计高程相比较,允许误差为±10mm。
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