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Underground water filling structure integrally formed by pouring high-supporting-performance beam column
A high-supporting-performance beam column integrated pouring forming underground water full-filling structure is composed of accumulation bricks and side plates, grooves are formed in the upper planes of the accumulation bricks, concrete mortar pouring material flowing through pipes are arranged in the grooves and communicated with the grooves, meanwhile, through holes are formed in the upper planes of the accumulation bricks, and protruding hollow pipe columns are arranged on the bottom sides of the accumulation bricks. The material flowing through pipe and the hollow pipe column can be in lap joint due to the fact that the two accumulated bricks are opposite, buckling and fixing grooves are formed in the side edges of the accumulated bricks, the side plates can be buckled and erected on the outer sides of the accumulated bricks, and a water full-covering structure is formed. Therefore, after the accumulated bricks are paved on the terrace combined side plate, concrete mortar is poured above the water filling formed by building, and a firm underground water filling building body structure with a beam and column structure is constructed.
一种高支撑性梁柱一体灌注成型地下水扑满构造，设有积砖与侧板所组成，于积砖上平面设有凹槽，于凹槽中设有混凝土砂浆灌注流料通管相连通，同时积砖上平面设有透孔及底侧设有突伸中空管柱，使流料通管及中空管柱能因两积砖相对而搭接，再于积砖侧缘设有扣固槽，供侧板能卡扣搭设于积砖外侧，组成一水扑满结构；借此，当积砖铺设于地坪结合侧板后，于所搭组成的水扑满上方灌注混凝土砂浆，构筑成一包含设有梁与柱结构的坚固型地下水扑满筑体构造。
Underground water filling structure integrally formed by pouring high-supporting-performance beam column
A high-supporting-performance beam column integrated pouring forming underground water full-filling structure is composed of accumulation bricks and side plates, grooves are formed in the upper planes of the accumulation bricks, concrete mortar pouring material flowing through pipes are arranged in the grooves and communicated with the grooves, meanwhile, through holes are formed in the upper planes of the accumulation bricks, and protruding hollow pipe columns are arranged on the bottom sides of the accumulation bricks. The material flowing through pipe and the hollow pipe column can be in lap joint due to the fact that the two accumulated bricks are opposite, buckling and fixing grooves are formed in the side edges of the accumulated bricks, the side plates can be buckled and erected on the outer sides of the accumulated bricks, and a water full-covering structure is formed. Therefore, after the accumulated bricks are paved on the terrace combined side plate, concrete mortar is poured above the water filling formed by building, and a firm underground water filling building body structure with a beam and column structure is constructed.
一种高支撑性梁柱一体灌注成型地下水扑满构造，设有积砖与侧板所组成，于积砖上平面设有凹槽，于凹槽中设有混凝土砂浆灌注流料通管相连通，同时积砖上平面设有透孔及底侧设有突伸中空管柱，使流料通管及中空管柱能因两积砖相对而搭接，再于积砖侧缘设有扣固槽，供侧板能卡扣搭设于积砖外侧，组成一水扑满结构；借此，当积砖铺设于地坪结合侧板后，于所搭组成的水扑满上方灌注混凝土砂浆，构筑成一包含设有梁与柱结构的坚固型地下水扑满筑体构造。
Underground water filling structure integrally formed by pouring high-supporting-performance beam column
高支撑性梁柱一体灌注成型地下水扑满构造
CHEN RUIWEN (author)
2024-10-18
Patent
Electronic Resource
Chinese
IPC:
E03F
SEWERS
,
Abwasserkanäle
/
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
,
CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE
/
E02D
FOUNDATIONS
,
Gründungen
/
E03B
Anlagen oder Verfahren zum Gewinnen, Sammeln oder Verteilen von Wasser
,
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