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Construction method of triangular reinforcement cage rubble retaining wall
The invention discloses a construction method of a triangular reinforcement cage rubble retaining wall. The construction method comprises the following steps: 1, bending a plurality of triangular framework steel bars; secondly, a triangular reinforcement cage of the first rock block filling layer is bound; 3, synchronously filling a rock block filling layer and a body backfilling layer of the first rock block filling layer; fourthly, the first rock block filling layer is leveled; fifthly, a triangular reinforcement cage of the upper rock block filling layer is bound in a receding mode; 6, synchronously filling a rock block filling layer and a body backfilling layer of the previous rock block filling layer; seventhly, the upper rock block filling layer is leveled; and 8, repeating the steps 5-7 for multiple times until the design elevation of the triangular reinforcement cage rubble retaining wall is reached. The triangular framework reinforcing steel bar is machined by a full-length reinforcing steel bar, crossing points are fixed and connected by binding lead wires, no welding operation is needed, and the overall stability of the adopted triangular reinforcing steel bar cage retaining wall is that one end of the triangular reinforcing steel bar cage extends into a soil body backfilling layer, and the other end of the triangular reinforcing steel bar cage extends into the soil body backfilling layer. And the overall stability of the reinforcement cage rubble retaining wall is met by utilizing the self-weight of backfilled soil stones and rubbles.
本发明公开了一种三角形钢筋笼块石挡土墙施工方法,包括步骤:一、弯制多个三角骨架钢筋;二、绑扎第一层块石填土层的三角形钢筋笼;三、同步填筑第一层块石填土层的块石填层和体回填层;四、整平第一层块石填土层;五、让位绑扎上一层块石填土层的三角形钢筋笼;六、同步填筑上一层块石填土层的块石填层和体回填层;七、整平上一层块石填土层;八、多次重复步骤五至七,直至三角形钢筋笼块石挡土墙的设计高程。本发明三角骨架钢筋为一根通长钢筋加工,交叉点固定全部采用铅丝绑扎连接,不需要任何焊接作业,采用的三角形钢筋笼挡墙的整体稳定是利用三角形钢筋笼一端伸入至土体回填层,并利用回填土石和块石的自重满足钢筋笼块石挡墙的整体稳定。
Construction method of triangular reinforcement cage rubble retaining wall
The invention discloses a construction method of a triangular reinforcement cage rubble retaining wall. The construction method comprises the following steps: 1, bending a plurality of triangular framework steel bars; secondly, a triangular reinforcement cage of the first rock block filling layer is bound; 3, synchronously filling a rock block filling layer and a body backfilling layer of the first rock block filling layer; fourthly, the first rock block filling layer is leveled; fifthly, a triangular reinforcement cage of the upper rock block filling layer is bound in a receding mode; 6, synchronously filling a rock block filling layer and a body backfilling layer of the previous rock block filling layer; seventhly, the upper rock block filling layer is leveled; and 8, repeating the steps 5-7 for multiple times until the design elevation of the triangular reinforcement cage rubble retaining wall is reached. The triangular framework reinforcing steel bar is machined by a full-length reinforcing steel bar, crossing points are fixed and connected by binding lead wires, no welding operation is needed, and the overall stability of the adopted triangular reinforcing steel bar cage retaining wall is that one end of the triangular reinforcing steel bar cage extends into a soil body backfilling layer, and the other end of the triangular reinforcing steel bar cage extends into the soil body backfilling layer. And the overall stability of the reinforcement cage rubble retaining wall is met by utilizing the self-weight of backfilled soil stones and rubbles.
本发明公开了一种三角形钢筋笼块石挡土墙施工方法,包括步骤:一、弯制多个三角骨架钢筋;二、绑扎第一层块石填土层的三角形钢筋笼;三、同步填筑第一层块石填土层的块石填层和体回填层;四、整平第一层块石填土层;五、让位绑扎上一层块石填土层的三角形钢筋笼;六、同步填筑上一层块石填土层的块石填层和体回填层;七、整平上一层块石填土层;八、多次重复步骤五至七,直至三角形钢筋笼块石挡土墙的设计高程。本发明三角骨架钢筋为一根通长钢筋加工,交叉点固定全部采用铅丝绑扎连接,不需要任何焊接作业,采用的三角形钢筋笼挡墙的整体稳定是利用三角形钢筋笼一端伸入至土体回填层,并利用回填土石和块石的自重满足钢筋笼块石挡墙的整体稳定。
Construction method of triangular reinforcement cage rubble retaining wall
一种三角形钢筋笼块石挡土墙施工方法
ZHAO ZHENGPING (Autor:in) / ZHANG XIAOWEI (Autor:in) / SU SHUAI (Autor:in) / QI XIAOLIANG (Autor:in) / LI JIETAO (Autor:in) / DENG CHAOYU (Autor:in)
30.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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