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Silo reinforcing method adopting sprayed concrete and steel strands
The invention discloses a silo reinforcing method adopting sprayed concrete and steel strands. The silo reinforcing method is specifically implemented according to the following steps that firstly, the outer wall of a silo to be reinforced is polished; 2, a plurality of annular steel plate strips are evenly arranged between the bottom and the top of the outer wall of the silo to be reinforced; 3, a plurality of sets of prestressed steel strands are evenly laid between the bottom and the top of the outer wall of the silo to be reinforced; 4, a reinforcing mesh is laid on the basis that the positions of the prestressed steel strands in the step 3 are guaranteed, and the reinforcing mesh is fixed through post-embedded steel bars; 5, after the reinforcing mesh in the step 4 is laid, concrete is sprayed, and silo reinforcement is completed; according to the method, the purpose of temporarily reinforcing the silo to be reinforced is achieved through the outer side steel plates and the circumferential prestress steel strands, and normal production and use of the silo in the reinforcing process can be guaranteed.
本发明公开了采用喷射混凝土与钢绞线的筒仓加固方法，具体按照以下步骤实施：步骤1、对待加固筒仓的外壁进行打磨；步骤2、在待加固筒仓外壁的底部到顶部之间均匀布置若干环向钢板带；步骤3、在待加固筒仓外壁的底部到顶部之间均匀铺设若干组预应力钢绞线；步骤4、在保证步骤3中预应力钢绞线位置的基础上铺设钢筋网，并通过后植筋对钢筋网固定；步骤5、待步骤4中钢筋网铺设完成后喷射混凝土，完成筒仓加固；该方法通过外侧钢板、环向预应力钢绞线对待加固筒仓起到临时加固的目的，可以保证筒仓在加固过程中正常生产使用。
Silo reinforcing method adopting sprayed concrete and steel strands
The invention discloses a silo reinforcing method adopting sprayed concrete and steel strands. The silo reinforcing method is specifically implemented according to the following steps that firstly, the outer wall of a silo to be reinforced is polished; 2, a plurality of annular steel plate strips are evenly arranged between the bottom and the top of the outer wall of the silo to be reinforced; 3, a plurality of sets of prestressed steel strands are evenly laid between the bottom and the top of the outer wall of the silo to be reinforced; 4, a reinforcing mesh is laid on the basis that the positions of the prestressed steel strands in the step 3 are guaranteed, and the reinforcing mesh is fixed through post-embedded steel bars; 5, after the reinforcing mesh in the step 4 is laid, concrete is sprayed, and silo reinforcement is completed; according to the method, the purpose of temporarily reinforcing the silo to be reinforced is achieved through the outer side steel plates and the circumferential prestress steel strands, and normal production and use of the silo in the reinforcing process can be guaranteed.
本发明公开了采用喷射混凝土与钢绞线的筒仓加固方法，具体按照以下步骤实施：步骤1、对待加固筒仓的外壁进行打磨；步骤2、在待加固筒仓外壁的底部到顶部之间均匀布置若干环向钢板带；步骤3、在待加固筒仓外壁的底部到顶部之间均匀铺设若干组预应力钢绞线；步骤4、在保证步骤3中预应力钢绞线位置的基础上铺设钢筋网，并通过后植筋对钢筋网固定；步骤5、待步骤4中钢筋网铺设完成后喷射混凝土，完成筒仓加固；该方法通过外侧钢板、环向预应力钢绞线对待加固筒仓起到临时加固的目的，可以保证筒仓在加固过程中正常生产使用。
Silo reinforcing method adopting sprayed concrete and steel strands
采用喷射混凝土与钢绞线的筒仓加固方法
ZHANG QIAOLIN (author) / YANG XIAOJUN (author) / GUO LIZHI (author) / WANG TAO (author)
2023-12-22
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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