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四川金信勘察基础工程有限公司 | scixkc.com Reviews
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邮 箱 [email protected]. 文章来源 管理员 添加时间 2013-06-15 16:43:10. 600 800 ×600 800. 版权所有 四川金信勘察基础工程有限公司 网站制作与策划 成都市万企科技. 联系手机 13908177345 联系电话 028-83246198 传真 028-66320799. 邮编 610072 咨询ＱＱ 2248425881 邮箱 [email protected].
四川金信勘察基础工程有限公司
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邮 箱 [email protected]. 文章来源 管理员 添加时间 2013-06-15 13:37:55. 施工准备 2.1 材料及主要机具 2.1.1 砂 一般中砂。 212 主要机具 2.1.2.1 人工打钎 一般钢钎，用直径φ22 25mm的钢筋制成，钎头呈60°尖锥形状，钎长1.8 2.0m 8 10磅大锤。 版权所有 四川金信勘察基础工程有限公司 网站制作与策划 成都市万企科技. 联系手机 13908177345 联系电话 028-83246198 传真 028-66320799. 邮编 610072 咨询ＱＱ 2248425881 邮箱 [email protected].
四川金信勘察基础工程有限公司
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邮 箱 [email protected]. 文章来源 管理员 添加时间 2013-06-15 13:43:42. 15 换夯点，重复1.2至1.4，直到完成第1遍全部夯点的夯击。 路基面下060m处铺设双向精编土工格栅，土工格栅每层垂直间距为0.50m，最上两层沿平面铺通，其余各层深入路堤边坡宽度2.50m，格栅距边坡线的距离不小于0.10m，土工格栅对应伸长率为10%时，纵横向抗拉强度不小于25kN/m。 版权所有 四川金信勘察基础工程有限公司 网站制作与策划 成都市万企科技. 联系手机 13908177345 联系电话 028-83246198 传真 028-66320799. 邮编 610072 咨询ＱＱ 2248425881 邮箱 [email protected].
四川金信勘察基础工程有限公司
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邮 箱 [email protected]. 文章来源 管理员 添加时间 2013-06-15 11:55:40. 强夯法处理地基是20世纪60年代由法国Menard技术公司首先创用的，这种方法是将很重的锤 一般为100 400kN 从高处自由落下 落距一般为6 40m 给地基以冲击力和振动，从而提高地基土的强度并降低其压缩性。 强夯是将大吨位重锤起吊到一定高度后自由落下，在极短时间内对地基土体施加一个巨大的冲击能量，反复冲击及其产生的压缩波、剪切波和瑞利波，使土体受到瞬间的加荷 受压 、卸荷 受拉 及剪切的反复作用，土中孔隙压缩，同时土体周围产生裂隙，孔隙水顺利排出，土体迅速固结，使土粒原有的接触形式破坏而产生位移，变为新的较为稳定的接触形式，从而达到增加土体密度、提高强度的目的。 25 换夯点，重复2.2至2.4，直到完成第1遍全部夯点的夯击。 路基面下060m处铺设双向精编土工格栅，土工格栅每层垂直间距为0.50m，最上两层沿平面铺通，其余各层深入路堤边坡宽度2.50m，格栅距边坡线的距离不小于0.10m，土工格栅对应伸长率为10%时，纵横向抗拉强度不小于25kN/m。
四川金信勘察基础工程有限公司
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邮 箱 [email protected]. 条记录 首页 上一页 下一页 尾页 页次 1. 版权所有 四川金信勘察基础工程有限公司 网站制作与策划 成都市万企科技. 联系手机 13908177345 联系电话 028-83246198 传真 028-66320799. 邮编 610072 咨询ＱＱ 2248425881 邮箱 [email protected].
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