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混凝土护坡施工方案是什么，流程如何？

混凝土护坡施工方案是什么，流程如何？

浏览：40次 | 提问时间： 07-24 09:48

请问像图中的情况~施工人员说直接在上面批荡~这符合工艺标准吗？总感觉里面的水泥沙因为打拆的关系已经开裂了~还有就是在瓷片上直接批荡也是第一次听说..这到底合不合理..会不会影响使用寿命..求解答..想要有理论去和装修公司扯皮..解决不了的话想更换装修公司..图中的是一条隔开阳台和客厅之间的横梁..表面的水泥沙已经有部分脱落..工人说在这个基础上直接批荡..

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Sweethurt海黎 07-24 09:49

加筋挡土墙分类及适用范围：分类方法：结构形式，建筑材料，施工方法，所处环境条件。结构形式：重力式，半重力式，横重式，悬臂式，扶臂式，锚杆式，锚定板式，加筋挡土墙，板桩式，地下连续墙挡土墙必须保证结构安全，正常使用，满足下列要求：1、挡土墙不能滑移；2、挡土墙不能倾覆；3、挡土墙墙身要有足够的强度；4、挡土墙的基础要满足承载力的要求。重力挡土墙（按照土压力理论，仰斜墙背的主动土压力最小，而俯斜墙背的主动土压力最大，垂直墙背位于两者之间）；永久荷载是只长期作用在挡土墙的不变荷载，如挡土墙的自重，土压力，水压力，浮力，地基反力及摩擦力等。?可变荷载主要是指作用在挡土墙上的活荷载，动荷载，波浪压力，洪水压力及浮力，温度应力和地震作用等。常用的护坡类型及其设计植物防护；种草，种树；灌浆及勾缝防护；抹面防护；捶面护坡；喷浆及喷射混凝土；锚杆铁丝网喷浆及锚杆铁丝网喷射混凝土；单层于砌片石护坡；浆砌片石护坡加筋土挡土墙:是由墙面板，拉筋和填料三部分组成。其工作原理是依靠填料与拉筋之间的摩擦力，来平衡墙面所承受的水平土压力，并以拉筋填料的符合结构抵抗拉筋尾部填料所产生的土压力，从而保证挡土墙的稳定。深基坑支护结构的类型及适用条件?常用的支护结构有:钢板桩，钢筋混凝土板桩，钻孔灌注桩，土钉墙和水泥土搅拌桩挡土墙?强度破坏:倾覆破坏；向外隆起破坏；支护结构受弯破坏。稳定性破：坏墙后土体整体滑移失稳；坑底隆起破坏；管涌或流砂?锚杆从传力机理上分，一般有锚头，拉杆，及锚固端三部分组成?锚杆的工作原理：当锚杆的锚固端受力时，首先通过钢筋与周边的细石混凝土，再通过混凝土与孔壁土的摩擦力传到固端地层中。冠梁：悬臂式排桩支护在具体应用时一般在桩顶部浇筑一道压顶圈梁，作为安全储备，压顶圈梁一般成为冠梁。希望可以帮到您。

怎能懂 07-24 09:58

首先要确定是什么管道，如热力管道、PVC管道、铜管、不锈钢管、排水管道、消火栓与喷淋管道、长距离室外管道等，才能有相应的施工组织设计，其实在“百度文库”中均可下载到相应的管道方面的施工组织设计，进行一定的修改，就可成为你所需要的了。作为施工组织设计，应有工程概况、施工平面布置图、组织管理及人员、劳动力安排及施工进度网络图、质量保证措施、安全保证措施、进度保证措施、文明施工等，当然最主要的是管道的施工方案。

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