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

High-strength anti-seismic wall, integral cast-in-situ building and construction method thereof

A high-strength, anti-seismic wall technology, applied to buildings, building components, building reinforcements, etc., to achieve good seismic performance, save steel content, and shorten the construction period

Pending Publication Date: 2019-01-18
刘家宇
View PDF16 Cites 1 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] The technical problem to be solved by the present invention is to provide a high-strength anti-seismic wall, an integral cast-in-place building and its construction method, which solves the problems and defects of existing buildings

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
  • High-strength anti-seismic wall, integral cast-in-situ building and construction method thereof
  • High-strength anti-seismic wall, integral cast-in-situ building and construction method thereof
  • High-strength anti-seismic wall, integral cast-in-situ building and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0054] Embodiment one: if figure 1 , 2 , 3, the high-strength seismic wall of the present embodiment includes a concrete wall 1 and a plurality of truss columns 2 and a plurality of transverse steel bars 3 pre-embedded in the above-mentioned concrete wall 1;

[0055] A plurality of the above-mentioned truss columns 2 have the same specification, are parallel to each other, and are arranged in a row at equal intervals;

[0056] The above-mentioned truss columns 2 each include two vertical steel bars 21 and a first connecting bar 22, and the two above-mentioned truss columns 2 are vertically arranged at intervals, and the above-mentioned first connecting bars 22 are arranged between the two above-mentioned vertical steel bars 21, And be welded and fixed with two above-mentioned vertical reinforcing bars 21 respectively;

[0057] A plurality of the above-mentioned transverse steel bars 3 horizontally penetrate all the above-mentioned truss columns 2 respectively.

[0058] Opti...

Embodiment 2

[0063] Embodiment two: if Figures 3 to 7 As shown, the overall cast-in-place building of this embodiment includes several high-strength seismic walls and truss floors 4 as described above in Embodiment 1;

[0064] The above-mentioned high-strength seismic walls are enclosed together to form a wall;

[0065] Above-mentioned truss floor 4 comprises truss 41, brick 42 and concrete layer 43;

[0066] The above-mentioned trusses 41 are provided with a plurality of pieces, and are arranged horizontally and side by side in the above-mentioned wall at intervals, and the two ends of the above-mentioned trusses 41 are respectively connected to the inner upper ends of the two above-mentioned high-strength seismic walls located on opposite sides;

[0067] The above-mentioned bricks 42 are provided in multiples, and are respectively continuously clamped between two adjacent above-mentioned trusses 41, and the bottom ends of the above-mentioned bricks 42 are flush with the bottom ends of ...

Embodiment 3

[0077] Embodiment three: the construction method of the overall cast-in-place building of the present embodiment comprises the following steps:

[0078] Step 1. Build the wall formwork, specifically,

[0079] S1, connect a plurality of truss columns 2 on the top of the foundation or the substructure, and install a plurality of transverse steel bars 3 on the corresponding plurality of truss columns 2 of each wall (horizontal steel bars 3 are in accordance with the high-strength seismic wall in Embodiment 1 in the position to wear);

[0080] S2. Build building templates 51 parallel to each other on both sides of a plurality of truss columns 2;

[0081] Step 2: Build the floor components, specifically,

[0082] S3. Build a plurality of prefabricated trusses 41 between the upper ends of the building templates 51 located on opposite sides;

[0083] S4. Arrange the above-mentioned bricks 42 sequentially between two adjacent above-mentioned trusses 41 to form a complete above-ment...

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 relates to a high-strength anti-seismic wall, an integral cast-in-situ building and a construction method thereof. The high-strength anti-seismic wall includes a concrete wall, a plurality of truss stand columns and a plurality of transverse reinforcing bars, wherein the truss stand columns and the transverse reinforcing bars are embedded in the concrete wall in advance; the truss stand columns have the same specifications and are parallel to each other and arranged in a row at equal intervals; each truss stand column includes two vertical reinforcing bars and a first connectionbar, the two truss stand columns are vertically arranged at intervals, and the first connection bar is arranged between the two vertical reinforcing bars and fixed with the two vertical reinforcing bars through welding. The transverse reinforcing bars horizontally run through all the truss stand columns. The advantages are as follows: the construction period is short, the working procedure is simple, the cost is low, energy conservation and environment protection are achieved, the overall structural strength is high and the anti-seismic performance is good.

Description

technical field [0001] The invention relates to the field of construction, in particular to a high-strength earthquake-resistant wall, an integral cast-in-place building and a construction method thereof. Background technique [0002] The era of rapid economic and social development in our country is the era of rapid urbanization in our country. Urbanization is the only way to modernization. It not only provides a broad market for the construction industry, but also brings huge development opportunities. At the same time There are also more challenges. [0003] Due to a series of problems such as low production efficiency, long construction period, high material consumption and high labor intensity, the traditional house construction technology can no longer adapt to the development of modern society. With the improvement of people's requirements for housing quality, the construction industry is facing more and more pressure. Therefore, we should change our thinking and con...

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
Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/16E04C5/06E04G21/00
CPCE04B1/16E04C5/0636E04G21/00
Inventor 刘家宇
Owner 刘家宇
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

Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.

© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com