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Ultrahigh aerial swimming pool overhanging steel truss lower hanging steel platform and construction method thereof

A technology of steel truss and steel platform, which is applied to the steel platform hanging under the cantilevered steel truss of the ultra-high aerial swimming pool and its construction field, which can solve the problems of long cantilever, high safety factor requirements, and difficult construction, so as to improve the combination degree Effect

Active Publication Date: 2022-02-11
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Because the side wall structure of the air swimming pool is super high from the ground, the load is super large, the cantilever is super long, and the span is super wide, the construction is difficult and the safety factor is high. In addition, in the process of use, the lengths of each structure are different, and each connection The connection degree of the structure is difficult to be guaranteed

Method used

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  • Ultrahigh aerial swimming pool overhanging steel truss lower hanging steel platform and construction method thereof
  • Ultrahigh aerial swimming pool overhanging steel truss lower hanging steel platform and construction method thereof
  • Ultrahigh aerial swimming pool overhanging steel truss lower hanging steel platform and construction method thereof

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0039] refer to Figure 1-7 As shown, a steel platform suspended under a suspended steel truss for an ultra-high aerial swimming pool includes: a swimming pool structural beam 10 provided with a round steel U-shaped embedded ring 7; suspended on the round steel U-shaped embedded ring 7 Two steel trusses, the bottoms of the two steel trusses are welded with several U-shaped grooves; the lower hanging steel platform is provided with guide rods embedded in the U-shaped grooves 31 and with consistent openings 3. A matching frame 11 is riveted between the U-shaped groove 31 and the guide rod 3, and the guide rod 3, the U-shaped groove 31, and the matching frame 11 are wrapped layer by layer to form a three-layer connection structure.

[0040] Specifically, the U-shaped grooves 31 are equidistantly arranged on the lower chord surfaces of the two steel trusses, the distance between each U-shaped groove 31 is 900mm, and the distance between the corresponding guide rods 3 is also 900mm...

Embodiment 2

[0059] The design of embodiment 1 is to make the whole device achieve the simplest structure, the lowest cost, and the simplest installation process, but based on the basis of safe construction, the difference between this embodiment and embodiment 1 lies in:

[0060] refer to Figure 8-9 , the shape of the guide rod 3 is different. In this embodiment, the guide rod 3 is directly matched with the upper and lower chord HW hot-rolled H-shaped steel 1 at the bottom of the two steel trusses. The first straight arm 12 and the second straight arm 13 on both sides of the H-shaped steel 1, and the arc ring 14 fixed on the first straight arm 12 and the second straight arm 13 respectively, and the arc ring 14 welded on the arc ring 14 The two connecting arms 16 are connected by reinforcing bolts 15 .

[0061] Wherein it needs to be particularly emphasized that the arc buckle of the arc ring 14 at this time is directly covered on the four corners of the outer surface of the upper and lo...

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Abstract

The invention discloses an ultrahigh aerial swimming pool overhanging steel truss lower hanging steel platform and a construction method thereof. The ultrahigh aerial swimming pool overhanging steel truss lower hanging steel platform comprises a swimming pool structural beam provided with a round steel U-shaped pre-buried ring; two steel trusses which are overhung on the round steel U-shaped embedded ring, wherein a plurality of U-shaped grooves are welded to the bottoms of the two steel trusses; and a lower hanging steel platform which is provided with a guide rod which is embedded in the U-shaped groove and is provided with a consistent opening, wherein a matching frame is riveted between the U-shaped groove and the guide rod, the guide rod, the U-shaped groove and the matching frame are wrapped layer by layer to form a three-layer connecting structure, and channel steel is laid at the bottom of the guide rod. Two steel trusses are overhung on a swimming pool structure layer, a steel platform is hung below the steel trusses, a supporting system stress platform is provided for swimming pool side wall construction, powerful support is provided for filling and curing of a concrete structure and the stability of a follow-up swimming pool, and the difficulties of overlarge load and overlong overhanging are overcome.

Description

technical field [0001] The invention relates to the technical field of architectural aerial structure construction, in particular to a steel platform suspended under a suspended steel truss for an ultra-high aerial swimming pool and a construction method thereof. Background technique [0002] A floating concrete swimming pool in the air is added between two super high-rise buildings to improve the quality of life of high-end apartments. The sky swimming pool has a section of super long swimming pool side wall structure cantilevered in the air, and a formwork needs to be erected in the air to pour the side wall concrete. Because the side wall structure of the air swimming pool is super high from the ground, the load is super large, the cantilever is super long, and the span is super wide, the construction is difficult and the safety factor is high. In addition, in the process of use, the lengths of each structure are different, and each connection The connectivity of the str...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H4/00E04G3/26E04G5/00E04G5/04
CPCE04H4/0087E04G3/26E04G5/006E04G5/007E04G5/041
Inventor 李永胜李松晏周尚宪秦伟明林泽尧刘鹏宇高宝亮郑跃鹏
Owner CCFED THE FIRST CONSTR & ENG
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