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7results about How to "Low construction precision requirements" patented technology

Lightweight building structure with good load-bearing effect

ActiveCN224647972ULow construction precision requirementsquick assembly
The utility model discloses a light building structure with good bearing effect belongs to light building structure technical field, and its technical scheme main points include building main body, is provided with the connecting assembly between two adjacent building main bodies, is replaced traditional bolt fixed through the cooperation of T -shaped block and T -shaped groove through the setting connecting assembly, need not accurate opening multiple mounting holes, greatly reduce construction accuracy requirement, cooperate rotatable L -shaped cover plate and block T -shaped groove opening, and then through the locking structure of positioning rod and positioning groove, can realize the quick assembly and stable connection of adjacent building main body, avoid the installation obstruction problem caused by the hole position deviation, through setting building main body, building main body adopts the multilayer composite structure of protective layer + bearing layer + heat -insulating layer, effectively solve the problem that traditional light structure appears the problem of board surface cracking because of the insufficient bearing capacity, realize light, high bearing and multiple performance balance of heat -insulating, to meet the use demand of multiple scenes.
Owner:JIANGXI KUNDA CONSTRUCTION ENGINEERING CO LTD

Pre-tensioning prefabricated small box girder and construction method thereof

The invention discloses a small box girder prefabricated through a pre-tensioning method and a construction method thereof, and the small box girder prefabricated through the pre-tensioning method comprises a bottom plate which extends in the first direction; the two web plates are connected to the two opposite sides of the bottom plate in the first direction respectively; the first prestressed part is arranged in the bottom plate in the first direction, the second prestressed part is arranged on the web plate in the direction forming a certain included angle with the first direction, the first end of the second prestressed part is located on the web plate, and the second end of the second prestressed part is located on the side, away from the web plate, of the bottom plate. According to the small box girder prefabricated through the pre-tensioning method, a prestressed pipeline does not need to be arranged, the machining procedure is simplified, the prestress loss caused by friction between a prestressing tendon and the prestressed pipeline is reduced, the structural durability of the small box girder is improved, and cost is reduced.
Owner:ROAD & BRIDGE INT CO LTD

Post-tensioning prefabricated small box girder and construction method thereof

The invention discloses a post-tensioning method prefabricated small box girder and a construction method thereof, and the post-tensioning method prefabricated small box girder comprises a bottom plate which extends along a first direction; the two web plates are connected to the two opposite sides of the bottom plate in the first direction respectively; the first pipeline is arranged in the bottom plate in the first direction, the second pipeline is arranged on the web plate in the direction forming a certain included angle with the first direction, the first end of the second pipeline is located at the end of the web plate in the first direction, and the second end of the second pipeline is located on the side, away from the web plate, of the bottom plate; the first prestressing tendon penetrates through the first pipeline, and the second prestressing tendon penetrates through the second pipeline. The post-tensioning method prefabricated small box girder is simple and convenient to construct and position, the pipeline grouting quality is easy to guarantee, the production efficiency is improved, and the prestress loss is reduced, so that the effective prestress of the structure is guaranteed, the structural safety and the service life of the girder body are facilitated, and meanwhile, the engineering cost is saved.
Owner:ROAD & BRIDGE INT CO LTD

A beam-column node structure and its preparation method and application

The present invention provides a node structure of beams and columns, and a preparation method and application thereof. The node structure of beams and columns comprises a pipe column, a beam and a connector, wherein the pipe column and the beam are vertically connected by a connector, wherein the connector comprises a side plate and a sleeve plate, wherein the side plate and the pipe column are connected by a single-sided bolt, wherein the side plate and the sleeve plate are connected by a single-sided bolt, and wherein the sleeve plate and the beam are connected by a high-strength bolt. The node structure of beams and columns of the present invention can be used for the node connection between columns and beams in an assembled structure. The node structure of beams and columns of the present invention fully utilizes the shear resistance of the single-sided bolts through a specific connection method, so that the force of the structure is more reasonable, and the entire connection has zero welding.
Owner:STATE GRID ELECTRIC POWER ECONOMIC RES INST IN NORTHERN HEBEI TECH CO LTD +1

Beamless direct-connection prefabricated energy storage module foundation structure and construction method

PendingCN122669738AReduce construction waiting timelow skill level
This application provides a beamless direct-connection prefabricated energy storage cabin foundation structure, including multiple prefabricated piles, each prefabricated pile having an adjustable height seat at its upper end, a bottom frame at the lower end of the energy storage cabin, multiple connecting plates at the lower end of the bottom frame, and a base assembly at the lower end of each connecting plate. Each base assembly docks with each adjustable height seat, the adjustable height seat having a docking seat with an inner conical surface in the center of the docking seat, and the base assembly including a docking plate with an outer conical surface, the outer conical surface engaging with the inner conical surface. This solves the problems of complex structure, long force transmission path, long construction period, and difficulty in disassembly and assembly in traditional three-stage energy storage cabin foundation structures.
Owner:SHANGHAI INVESTIGATION DESIGN & RES INST CO LTD