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Fabricated retaining wall and construction method thereof
The invention is suitable for the related technical field of retaining wall construction, and provides a fabricated retaining wall made of ultra-high performance concrete and a construction method thereof, and the method comprises the following specific steps: step 1, leveling a site, measuring the distance, and adjusting the distance between adjacent ground beams; secondly, the pressing plates are placed on the L-shaped steps of the ground beam, the adjacent pressing plates are tightly connected, the first connecting holes and the second connecting holes are aligned, and the pressing plates and the ground beam are connected through screws and nuts; thirdly, the stand column is inserted into the first groove, and the stand column is connected with the pull rod through a second anchor bearing arranged on the stand column and a first anchor bearing arranged on the ground beam; fourthly, a plurality of first baffles are connected between the adjacent stand columns end to end, when the ground has curvature, it is firstly guaranteed that the ground beam is in the horizontal state, and the first baffles and the second baffles are selected to be matched; and fifthly, ultrahigh-performance concrete is poured into the connecting positions of all the components, inserting and tamping are conducted compactly, leveling and leveling are conducted, and the ultrahigh-performance concrete is flush with the top faces of the plate units.
本发明适用于挡土墙施工相关技术领域,提供了一种超高性能混凝土制成的装配式挡土墙及其施工方法,该方法的具体步骤如下:步骤一:平整场地,测量距离,调整相邻地梁之间的间距;步骤二:将压板放置到地梁的L形台阶上,并且相邻的压板紧密连接,且第一连接孔与第二连接孔对其,通过螺钉和螺母将压板与地梁连接;步骤三:将立柱插入到第一凹槽内,并且通过立柱上设置的第二锚座以及地梁上设置的第一锚座与拉杆连接;步骤四:在相邻的立柱之间首尾相接多个第一挡板,在地面出现曲度的时候,先保证地梁处于水平状态,选择第一挡板和第二挡板配合;步骤五:在各个部件的连接处灌注超高性能混凝土、插捣密实、收光平整且与板单元顶面齐平。
Fabricated retaining wall and construction method thereof
The invention is suitable for the related technical field of retaining wall construction, and provides a fabricated retaining wall made of ultra-high performance concrete and a construction method thereof, and the method comprises the following specific steps: step 1, leveling a site, measuring the distance, and adjusting the distance between adjacent ground beams; secondly, the pressing plates are placed on the L-shaped steps of the ground beam, the adjacent pressing plates are tightly connected, the first connecting holes and the second connecting holes are aligned, and the pressing plates and the ground beam are connected through screws and nuts; thirdly, the stand column is inserted into the first groove, and the stand column is connected with the pull rod through a second anchor bearing arranged on the stand column and a first anchor bearing arranged on the ground beam; fourthly, a plurality of first baffles are connected between the adjacent stand columns end to end, when the ground has curvature, it is firstly guaranteed that the ground beam is in the horizontal state, and the first baffles and the second baffles are selected to be matched; and fifthly, ultrahigh-performance concrete is poured into the connecting positions of all the components, inserting and tamping are conducted compactly, leveling and leveling are conducted, and the ultrahigh-performance concrete is flush with the top faces of the plate units.
本发明适用于挡土墙施工相关技术领域,提供了一种超高性能混凝土制成的装配式挡土墙及其施工方法,该方法的具体步骤如下:步骤一:平整场地,测量距离,调整相邻地梁之间的间距;步骤二:将压板放置到地梁的L形台阶上,并且相邻的压板紧密连接,且第一连接孔与第二连接孔对其,通过螺钉和螺母将压板与地梁连接;步骤三:将立柱插入到第一凹槽内,并且通过立柱上设置的第二锚座以及地梁上设置的第一锚座与拉杆连接;步骤四:在相邻的立柱之间首尾相接多个第一挡板,在地面出现曲度的时候,先保证地梁处于水平状态,选择第一挡板和第二挡板配合;步骤五:在各个部件的连接处灌注超高性能混凝土、插捣密实、收光平整且与板单元顶面齐平。
Fabricated retaining wall and construction method thereof
一种装配式挡土墙及其施工方法
CHEN NANXUN (Autor:in) / LIAO YISHENG (Autor:in) / LI YU (Autor:in) / LIU JUN (Autor:in)
21.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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