公开(公告)号：US4407612A

公开(公告)日：1983-10-04

申请号：US212091

申请日：1980-09-24

申请人： Abraham F. van Weele

发明人： Abraham F. van Weele

IPC分类号： E02D29/02 ,  E02D5/20 ,  E02D5/00

CPC分类号： E02D5/20

摘要： The invention relates in the first place to a soil and/or water-retaining wall.In accordance with the invention this wall is composed of at least partially prefabricated load-bearing uprights and intervening curved shells, formed in the soil of concrete or similar hardenable material, which connect on both sides in jointless fashion to the uprights.The invention furthermore comprises a method for the formation of this soil and/or water-retaining wall.According to this method prefabricated uprights are introduced into the soil at a distance from each other, whereafter, for the formation in the soil of an intervening curved shell, a forming mould is introduced into the soil between consecutive uprights and is subsequently withdrawn again, whereby during this withdrawal a mortar is fed into the cavity underneath the mould and fills this cavity.Finally the invention comprises a forming mould suitable for use with this method. This mould has such dimensions that the same is introduced between the uprights with a clamping fit.

摘要翻译： PCT No.PCT / NL80 / 00003 Sec。 371日期1980年9月30日 102（e）1980年9月24日PCT PCT 1980年1月30日PCT公布。 公开号WO80 / 01582 日期1980年8月7日。本发明首先涉及土壤和/或防水墙。 根据本发明，该壁由形成在混凝土或类似可硬化材料的土壤中的至少部分预制的承载立柱和中间弯曲的壳体组成，其以无缝的方式连接到立柱。 本发明还包括形成这种土壤和/或保水壁的方法。 根据这种方法，将预制的立柱相互间隔一定距离地引入土壤，然后，为了在中间弯曲的壳体的土壤中形成，在连续的立柱之间将成形模具引入土壤中，并随后再次退出，由此 在该抽出期间，将砂浆送入模具下面的空腔并填充该空腔。 最后，本发明包括适用于该方法的成型模具。 该模具具有这样的尺寸，即在立柱之间用夹紧装置引入相同的尺寸。