Construction method of super high-rise building main body structure

A technology of building main body and construction method, which is applied in the direction of building components, special structures, building structures, etc., and can solve the problems of lack of limit, increase of deviation, and low degree of standardization

Active Publication Date: 2021-09-10
CHINA RAILWAY CONSTR ENG GROUP +1
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, at present, there is no uniform and effective water retaining means for water storage and maintenance. Different water retaining structures such as cofferdams are only used for different working conditions. There are strict requirements on the construction period
[0004] During the construction of the main body of super high-rise buildings on the ground, due to the continuous increase of various loads, the elastic compression of the vertical components occurs, but the materials of the core tube and the outer frame of the steel frame are different, which will inevitably lead to additional internal forces due to uneven compression deformation; Different, resulting in uneven settlement on both sides of the core tube and the steel frame outer frame; and the concrete will shrink and creep to a certain extent over

Method used

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  • Construction method of super high-rise building main body structure
  • Construction method of super high-rise building main body structure
  • Construction method of super high-rise building main body structure

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Embodiment Construction

[0075] Such as figure 1 As shown, the construction method of the main structure of this super high-rise building provided by the present embodiment, the overall steps are as follows:

[0076] S.1. Construct the pile foundation;

[0077] S.2. Construct the foundation raft;

[0078] S.3. Build the first-floor core tube on the raft. The first-floor core tube includes core tube steel columns and shear walls;

[0079] S.4. Install 2 to 4 layers of core tube steel columns on the core tube of the first floor;

[0080] S.5. Formwork is supported outside the steel column of the core tube on the first floor, and concrete is poured to form a shear wall;

[0081] S.6. Install the last layer of core tube steel columns, and pour the last layer of shear walls on the shear wall, so that the core tube steel columns lead the shear wall by 1 to 3 floors, until the construction of 6 to 9 layers of shear walls;

[0082] S.7. Construct the outer steel structure frame of the first layer on the r...

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Abstract

The invention provides a construction method of a super high-rise building main body structure. The construction method comprises the following steps: constructing a main structure above a first floor according to a structure that a core tube steel column is earlier than a core tube shear wall by one to three floors, the core tube shear wall is earlier than a steel structure frame outside a tube by five to eight floors, and the steel structure frame outside the tube is earlier than a steel bar truss floor support plate by two to three floors. Therefore, deformation of different sections can be dynamically monitored in the construction process, deformation is corrected and supplemented when a next joint is constructed, the stability and safety of the whole structure are guaranteed, and the construction period of a whole building is shortened through segmented and partitioned construction. Meanwhile, all the parts of a waist truss are pre-assembled in an inserted connection mode and then fixedly connected, on one hand, the assembling convenience can be improved, the working efficiency can be improved, on the other hand, subsequent further fixed connection is facilitated, and the final connecting effect and strength are guaranteed.

Description

technical field [0001] The invention belongs to the technical field of building construction, and in particular relates to a construction method for a main structure of a super high-rise building. Background technique [0002] During the construction process of super high-rise buildings, the foundation is mostly mass concrete. During the mass concrete pouring process, due to the influence of hydration heat and internal and external temperature differences, temperature stress is formed, and harmful cracks often appear, and even lead to obvious cracking of mass concrete. , seriously affect the structural safety and functionality, and affect the overall performance. At present, pre-embedded cooling water pipes are a common and effective method, but there is no real-time and effective monitoring of the internal concrete temperature, and it is also impossible to perform single-point control of the cooling water flow into each temperature control pipe, making it difficult to perfo...

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Application Information

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IPC IPC(8): E04G21/00E04B1/34E02D27/01E02D15/02C04B40/00
CPCE04G21/00E04B1/34E02D27/01E02D15/02C04B40/0075
Inventor 刘宝民岳明华张积安徐洪祥周东任哲陈义鹏
Owner CHINA RAILWAY CONSTR ENG GROUP
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