Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Wharf breakwater engineering accropode installation process
The invention provides a wharf breakwater engineering accropode installation process, and belongs to the field of wharf breakwater construction, and the wharf breakwater engineering accropode installation process comprises the following steps: S1, construction preparation; s2, formwork manufacturing and formwork erecting are conducted, specifically, the accropode formwork is designed in a vertical erecting mode, and three-transverse vertical prefabrication is adopted during prefabrication; s3, concrete pouring and formwork removal are conducted, specifically, the concrete is poured in a layered mode and vibrated, and formwork removal work is conducted after the initial setting strength of the concrete meets the requirement; s4, block maintenance and storage; s5, drawing a block placement graph; s6, the accropode is transported, specifically, according to the placement plan of the accropode, the accropode is transported to a prefabricated yard shipping wharf from the stacking area, then the accropode is transported to the accropode placement area to be stopped, and the accropode is placed and constructed through a crane ship; s7, placing the accropode block on water; during water accropode placement construction, the accropode is randomly placed by a crane ship according to 95% of the design number of the accropode, then inspection or leak repairing is carried out, and the installation process can shorten the construction period and reduce the construction cost.
本发明提供一种码头防波堤工程扭王块安装工艺，属于码头防波堤施工领域，包括如下步骤：S1：施工准备；S2：模板制作及模板支立：扭王字块模板采用立式支立设计，预制时采取“三横”立式预制；S3：浇筑混凝土及拆模：混凝土采用分层浇注并振捣，待混凝土初凝强度达到要求后进行模板拆除工作；S4：块体养护与贮存；S5：块体安放图绘制；S6：扭王字块的出运：根据块体的安放计划，将块体自堆放区运输块体到预制场出运码头，然后运至块体安放区停靠并由起重船进行安放施工；S7：扭王字块体水上安放；水上扭王字块安放施工先由起重船按设计块数的95％定计算网点的位置随机安放，完成后再进行检查或补漏，本安装工艺可缩短施工周期，降低施工成本。
Wharf breakwater engineering accropode installation process
The invention provides a wharf breakwater engineering accropode installation process, and belongs to the field of wharf breakwater construction, and the wharf breakwater engineering accropode installation process comprises the following steps: S1, construction preparation; s2, formwork manufacturing and formwork erecting are conducted, specifically, the accropode formwork is designed in a vertical erecting mode, and three-transverse vertical prefabrication is adopted during prefabrication; s3, concrete pouring and formwork removal are conducted, specifically, the concrete is poured in a layered mode and vibrated, and formwork removal work is conducted after the initial setting strength of the concrete meets the requirement; s4, block maintenance and storage; s5, drawing a block placement graph; s6, the accropode is transported, specifically, according to the placement plan of the accropode, the accropode is transported to a prefabricated yard shipping wharf from the stacking area, then the accropode is transported to the accropode placement area to be stopped, and the accropode is placed and constructed through a crane ship; s7, placing the accropode block on water; during water accropode placement construction, the accropode is randomly placed by a crane ship according to 95% of the design number of the accropode, then inspection or leak repairing is carried out, and the installation process can shorten the construction period and reduce the construction cost.
本发明提供一种码头防波堤工程扭王块安装工艺，属于码头防波堤施工领域，包括如下步骤：S1：施工准备；S2：模板制作及模板支立：扭王字块模板采用立式支立设计，预制时采取“三横”立式预制；S3：浇筑混凝土及拆模：混凝土采用分层浇注并振捣，待混凝土初凝强度达到要求后进行模板拆除工作；S4：块体养护与贮存；S5：块体安放图绘制；S6：扭王字块的出运：根据块体的安放计划，将块体自堆放区运输块体到预制场出运码头，然后运至块体安放区停靠并由起重船进行安放施工；S7：扭王字块体水上安放；水上扭王字块安放施工先由起重船按设计块数的95％定计算网点的位置随机安放，完成后再进行检查或补漏，本安装工艺可缩短施工周期，降低施工成本。
Wharf breakwater engineering accropode installation process
一种码头防波堤工程扭王块安装工艺
LIU CHAO (Autor:in) / KONG CHUNYAN (Autor:in) / WANG WEI (Autor:in) / ZHOU LIN (Autor:in) / KO DONG-HOON (Autor:in) / SUN XIANGKAI (Autor:in) / LIU RISHANG (Autor:in) / LU SHAN (Autor:in) / WANG YUTING (Autor:in)
13.08.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
/
B28B
Formgeben von Ton oder anderen keramischen Stoffzusammensetzungen, Schlacke oder von Mischungen, die zementartiges Material enthalten, z.B. Putzmörtel
,
SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
/
B66C
Krane
,
CRANES
Rundown velocity along the slope of a breakwater with an accropode cover layer
| British Library Conference Proceedings | 1993
Prestressed concrete simplifies construction of breakwater/wharf
| Engineering Index Backfile | 1969