When dynamic compaction is used for dynamic compaction replacement, the pier distance shall be selected according to the load and the bearing capacity of the original soil. When the whole seat is settled, 2 ~ 3 times of the hammer diameter can be taken, 1.5 ~ 2.0 times of the hammer diameter can be taken for independent foundation or strip foundation, and 1.1 ~ 1.2 times of the hammer diameter can be taken for the calculated diameter of the pier.

夯击点距离可取夯锤直径的2.5～3.5倍，其次的夯击点坐落夯击点之间，依次往后各遍夯击点距离可恰当减小，当然也是需要根据实际情况处理，对于处理深度较深或单击夯击能较大的工程，遍夯击点距离宜恰当增加，下边小编就来为您介绍关于施工夯点的不同安置方式：

The distance between tamping points can be 2.5 ~ 3.5 times of the diameter of the tamping hammer. The next tamping point is located between the tamping points. The distance between each subsequent tamping point can be appropriately reduced. Of course, it also needs to be treated according to the actual situation. For projects with deep treatment depth or large tamping energy, the distance between each tamping point should be appropriately increased, The following editor will introduce you to the different placement methods of construction tamping points:

其一、等边三角形：像等边三角形这种设置夯击点的方法，强夯施工队在进行施工中还是十分常见的，因为选用这种方法是能够很好的对地基进行夯实作业的，夯实的效果也是十分的好。

First, equilateral triangle: the method of setting tamping points like equilateral triangle is still very common in the construction of dynamic compaction construction team, because this method can well tamp the foundation, and the tamping effect is also very good.

但是，采用这种夯击点对于地基本身是有一定要求的，对于不规则而且施工面积又大的施工地基来说就不是很适合，倘若非得要选用这种方法，需要提前把地基隔成几块小面积地基，然后分别进行夯实作业。

However, the use of this tamping point has certain requirements for the foundation itself. It is not very suitable for the irregular construction foundation with large construction area. If this method has to be used, the foundation needs to be separated into several small areas in advance, and then tamped separately.

其二、正方形组织，像这种强夯施工形式，在强夯施工中，对选择夯击点的方法是很重要的，与等边三角形形式不同的是，正方形组织可以利用在一些比较大的施工地基中，这一方法这样能够很好的树立夯击点，并且在施工中起重机作业起来也比较的便当，但，相反于等边三角形航机电对于一些小面积的地基不是很适合，所以在选择这种方法时就需求依据地基的详细情况来选择了。

Second, square organization, like this dynamic compaction construction form, is very important for the method of selecting compaction points in dynamic compaction construction. Different from the form of equilateral triangle, square organization can be used in some relatively large construction foundations. This method can well establish compaction points, and crane operation is relatively convenient in construction, but, On the contrary, the equilateral triangle avionics is not very suitable for some small-area foundations, so when selecting this method, it needs to be selected according to the details of the foundation.

以上就是关于强夯施工夯击点不同安置的相应方式，希望以上的内容会对您有一定的帮助，更多相关的信息小编会陆续的整理发布。

The above is about the corresponding methods for different placement of tamping points in dynamic compaction construction. I hope the above contents will be of some help to you, and more relevant information will be sorted out and released one after another.