Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Construction method of multi-storey residential structure

A construction method and residential technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as poor seismic performance flexibility, damage, etc.

Inactive Publication Date: 2016-07-13
潘燕
View PDF1 Cites 11 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Due to the different seismic intensity and types of earthquakes at the site during construction, although the stability of the multi-storey residential structure has been improved to a certain extent, its seismic performance is not flexible enough to adapt to local requirements. vulnerable to damage

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Construction method of multi-storey residential structure
  • Construction method of multi-storey residential structure
  • Construction method of multi-storey residential structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] Embodiment 1: as figure 1 The construction method of the shown multi-storey residential structure comprises the following steps:

[0028] (1) Preliminarily construct a multi-storey residential structure model through computer-aided design, and determine the main components of the multi-storey residential structural model;

[0029] (2) According to the local seismic fortification intensity, the seismic design grouping and the site category of the multi-storey residential structure, construct a random ground motion model of the multi-storey residential structure model, and generate a power spectral density function corresponding to the displacement and velocity of the main components;

[0030] (3) Calculate the corresponding displacement power spectral density and velocity power spectral density according to the power spectral density function of the displacement and velocity of the main components, and carry out integral calculation on the displacement power spectral den...

Embodiment 2

[0045] Embodiment 2: as figure 1 The construction method of the shown multi-storey residential structure comprises the following steps:

[0046] (1) Preliminarily construct a multi-storey residential structure model through computer-aided design, and determine the main components of the multi-storey residential structural model;

[0047] (2) According to the local seismic fortification intensity, the seismic design grouping and the site category of the multi-storey residential structure, construct a random ground motion model of the multi-storey residential structure model, and generate a power spectral density function corresponding to the displacement and velocity of the main components;

[0048] (3) Calculate the corresponding displacement power spectral density and velocity power spectral density according to the power spectral density function of the displacement and velocity of the main components, and carry out integral calculation on the displacement power spectral den...

Embodiment 3

[0063] Embodiment 3: as figure 1 The construction method of the shown multi-storey residential structure comprises the following steps:

[0064] (1) Preliminarily construct a multi-storey residential structure model through computer-aided design, and determine the main components of the multi-storey residential structural model;

[0065] (2) According to the local seismic fortification intensity, the seismic design grouping and the site category of the multi-storey residential structure, construct a random ground motion model of the multi-storey residential structure model, and generate a power spectral density function corresponding to the displacement and velocity of the main components;

[0066] (3) Calculate the corresponding displacement power spectral density and velocity power spectral density according to the power spectral density function of the displacement and velocity of the main components, and carry out integral calculation on the displacement power spectral den...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention discloses a construction method of a multi-storey residential structure. The method comprises the steps of building a model of the multi-storey residential structure, building a stochastic seismic motion model of the multi-storey residential structure, computing the displacement and speed power spectrum densities of main components of the multi-storey residential structure, building a damage model of the multi-storey residential structure, computing a damage index, performing double reliability evaluation on the model of the multi-storey residential structure, and performing construction. The method performs construction according to the model of the model of the multi-storey residential structure which is qualified through evaluation in advance, reasonably performs adjustment in time according to an evaluation result, improves the earthquake-resistant behavior and the safety of structure, improves the efficiency and saves the cost.

Description

technical field [0001] The invention relates to the field of construction, in particular to a construction method for a multi-storey residential structure. Background technique [0002] In the related art, a multi-storey residential structure is provided, in which the cast-in-place dispersed reinforced concrete vertical wall piers, outer eaves connecting beams and beamless floors form a skeleton support body, and the axis of the building serves as a vertical support body grid , the pier is at the intersection of the mesh, and the beamless floor is on top of the vertical supports. The main components include reinforced concrete vertical wall piers, outer eaves connecting beams and beamless floors, etc. [0003] Due to the different seismic intensity and types of earthquakes at the site during construction, although the stability of the multi-storey residential structure has been improved to a certain extent, its seismic performance is not flexible enough to adapt to local re...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
IPC IPC(8): G06F17/50
CPCG06F30/13
Inventor 潘燕
Owner 潘燕
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products