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Soil and stone wall protection construction method
The invention provides a soil and stone wall protection construction method. The soil and stone wall protection construction method comprises the following steps that a, a hole forming device is adopted to sink to the first preset depth at the position of a foundation pile of a soft soil body, and a pile hole is formed; b, the pile hole is filled with aggregate and/or stone, the hole forming device is utilized for ramming and breaking original soil and stone bodies and the aggregate and/or stone in the pile hole, the original soil and stone bodies and the aggregate and/or stone are broken down, and the original soil and stone bodies and the aggregate and/or stone are laterally extruded into the hole wall of the pile hole; c, the hole forming device continues to sink to the second preset depth; and d, the step b and the step c are repeated till the final design depth is reached, and therefore the original soil and stone bodies and the aggregate and/or stone extruded into the hole wall form a wall protection barrel used for reinforcing the hole wall. The hole forming device comprises at least one hammer body, and each hammer body comprises a hammer main body and a work part located at the bottom of the hammer main body.
本发明提供了一种土石护壁施工方法,包括以下步骤:a.采用成孔装置在松软土体的基桩位置处下沉至第一预定深度,形成桩孔;b.在桩孔中填入的骨料和/或石块,利用成孔装置对桩孔内的原土石体以及骨料和/或石块进行夯击至破碎,并击穿原土石体以及骨料和/或石块,将原土石体以及骨料和/或石块侧向挤入桩孔的孔壁中;c.继续下沉成孔装置至第二预定深度;d.并重复上述b和c的步骤,直至达到最终设计深度,从而使被挤入孔壁的原土石体以及骨料和/或石块形成用于加固孔壁的护壁筒体;其中,成孔装置包括至少一个锤体,锤体包括锤身以及位于锤身底部的工作部。
Soil and stone wall protection construction method
The invention provides a soil and stone wall protection construction method. The soil and stone wall protection construction method comprises the following steps that a, a hole forming device is adopted to sink to the first preset depth at the position of a foundation pile of a soft soil body, and a pile hole is formed; b, the pile hole is filled with aggregate and/or stone, the hole forming device is utilized for ramming and breaking original soil and stone bodies and the aggregate and/or stone in the pile hole, the original soil and stone bodies and the aggregate and/or stone are broken down, and the original soil and stone bodies and the aggregate and/or stone are laterally extruded into the hole wall of the pile hole; c, the hole forming device continues to sink to the second preset depth; and d, the step b and the step c are repeated till the final design depth is reached, and therefore the original soil and stone bodies and the aggregate and/or stone extruded into the hole wall form a wall protection barrel used for reinforcing the hole wall. The hole forming device comprises at least one hammer body, and each hammer body comprises a hammer main body and a work part located at the bottom of the hammer main body.
本发明提供了一种土石护壁施工方法,包括以下步骤:a.采用成孔装置在松软土体的基桩位置处下沉至第一预定深度,形成桩孔;b.在桩孔中填入的骨料和/或石块,利用成孔装置对桩孔内的原土石体以及骨料和/或石块进行夯击至破碎,并击穿原土石体以及骨料和/或石块,将原土石体以及骨料和/或石块侧向挤入桩孔的孔壁中;c.继续下沉成孔装置至第二预定深度;d.并重复上述b和c的步骤,直至达到最终设计深度,从而使被挤入孔壁的原土石体以及骨料和/或石块形成用于加固孔壁的护壁筒体;其中,成孔装置包括至少一个锤体,锤体包括锤身以及位于锤身底部的工作部。
Soil and stone wall protection construction method
土石护壁施工方法
LIU XIANGANG (Autor:in) / XIONG XIAOLIN (Autor:in) / LIU BIN (Autor:in) / FU YUYING (Autor:in)
26.10.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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