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Novel large-span prestressed rigid body giant space conversion structure and construction method thereof

A space conversion and prestressing technology, applied in the direction of structural elements, building components, building structures, etc., can solve problems such as difficult to achieve super-long-span structural conversion, difficult structures with strong seismic performance and safety, and affecting the use of building space, etc., to achieve The effect of reducing the concrete beam, reducing the amount, and increasing the vertical stiffness

Active Publication Date: 2019-01-18
BUILDING DESIGN RES INST HARBIN INST OF TECH
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Problems solved by technology

[0004] In view of this, the present invention aims to propose a new type of large-span prestressed rigid body giant space transfer structure and its construction method, which solves the problem that the internal force of the transfer beam is too large, it is difficult to achieve the goal of strong seismic performance and safety of the structure, and the impact on the use of building space effect and the difficulty in realizing the transformation of super-long-span structures

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  • Novel large-span prestressed rigid body giant space conversion structure and construction method thereof
  • Novel large-span prestressed rigid body giant space conversion structure and construction method thereof
  • Novel large-span prestressed rigid body giant space conversion structure and construction method thereof

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Embodiment Construction

[0038] It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.

[0039] The present invention will be described in detail below with reference to the accompanying drawings and examples.

[0040] like Figure 1-Figure 2 As shown, a new type of large-span prestressed rigid giant space conversion structure, including oblique compression column 1, lower chord prestressed tension beam 2, intermediate prestressed tension column 3, transfer column 4, middle ordinary beam 5, The frame column 6 and the converted frame column 7, the lower chord prestressed tension beam 2 and the intermediate prestressed tension column 3 all contain prestressed steel bars arranged along their respective length directions, and the oblique compression column 1 Set two, two oblique compression columns 1 and the lower chord prestressed tension beam 2 to form an isosceles triangle structure, and the top...

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Abstract

The invention provides a novel large-span prestressed rigid body giant space conversion structure and a construction method thereof. The conversion structure comprises two obliquely pressed columns, alower chord prestressed tension beam, a middle prestressed tension pulled column, conversion columns, a middle-layer common beam, frame columns and a converted frame column; prestressed steel bars are arranged in the lower chord prestressed tension beam and the middle prestressed tension pulled column respectively, the two obliquely pressed columns and the lower chord prestressed tension beam define an isosceles triangle structure, the tops of the two obliquely pressed columns of the isosceles triangle structure are intersected and fixedly connected with the bottom of the vertical converted frame column, and the bottoms of the two obliquely pressed columns of the isosceles triangle structure both penetrate through the middle-layer common beam and are connected with the corresponding endsof the lower chord prestressed tension beam respectively. The conversion structure and the construction method thereof solve the problems that conversion beams have too large internal forces, the purposes of high seismic resistance and safety of structures are difficult to achieve, the use effect of building spaces is affected, and conversion of super-large-span structures is difficult to achieve.

Description

technical field [0001] The invention belongs to the field of civil engineering, and in particular relates to a novel large-span prestressed rigid body giant space conversion structure and a construction method thereof. Background technique [0002] In existing multi-story buildings, due to the need for building space, columns are usually drawn from the bottom floors of the building to make support column conversion structures. The support column conversion in current multi-high-rise structures is mainly based on beam conversion, and the conversion beams are mostly made of solid concrete. Beam, beam height is usually 0.8-2.5 meters. [0003] The problems of using ordinary concrete beams are: (1) The concrete beam has a large cross-section, and there are more concrete and steel consumables; (2) When the width and height of the beam are too large, a large volume of concrete is formed, the construction quality is not easy to guarantee, and the construction is difficult ; (3) Th...

Claims

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Application Information

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IPC IPC(8): E04G21/12E04C5/12
CPCE04C5/12E04G21/121
Inventor 王善章张小冬陈滨志贾君刘志周侯建高磊
Owner BUILDING DESIGN RES INST HARBIN INST OF TECH
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