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

Floor bearing capacity checking calculation and formwork removal construction method under concrete construction load effect

A technology of construction load and construction method, applied in the direction of floors, special data processing applications, building components, etc., can solve problems such as meager profits, losses, and large consumption of formwork and steel pipe supports.

Inactive Publication Date: 2020-10-30
SHANDONG GOLDENCITY CONSTR
View PDF0 Cites 5 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, there are more and more large-scale public buildings such as teaching buildings, gymnasiums, libraries, and large shopping malls. However, the traditional construction methods use a huge amount of formwork and steel pipe supports, and are often forced to stop work due to the shortage of steel pipe rental market, and due to formwork purchase and production costs, The comprehensive construction costs such as steel pipe rental fees are high, often resulting in meager profits or even losses for the project

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
  • Floor bearing capacity checking calculation and formwork removal construction method under concrete construction load effect
  • Floor bearing capacity checking calculation and formwork removal construction method under concrete construction load effect
  • Floor bearing capacity checking calculation and formwork removal construction method under concrete construction load effect

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0104] The present invention will be further described below in conjunction with accompanying drawing:

[0105] Such as figure 1 , figure 2 , image 3 Shown, under the action of concrete construction load of the present invention, floor bearing capacity checking and formwork removal construction method, take the following steps:

[0106] 1. Determine the object of floor bearing capacity checking:

[0107] On the structural diagram, select the cast-in-place slab 1, the secondary beam 2, and the frame beam 3 with smaller reinforcement cross-sections, and select the vertical and horizontal frame column grids as the checking objects of the floor bearing capacity;

[0108] 2. Determine the plan of the floor formwork support system:

[0109] 1. Material selection for formwork support system:

[0110] 1) Fastener-type steel pipe formwork support, composed of Q235B grade φ48mm×2.7mm~φ48mm×3.0mm steel pipe vertical pole, horizontal pole, beam bottom and beam side formwork main fl...

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 belongs to the field of integration of building structure design and construction technology, and particularly relates to a floor bearing capacity checking calculation and form removal construction method under the concrete construction load effect, which is characterized by comprising the following steps of: 1, determining a floor bearing capacity checking calculation object; 2, determining a floor formwork supporting system scheme; 3, calculating a frame beam line load; 4, carrying out secondary beam line load calculation; 5, calculating the load of the cast-in-place slab surface; 6, carrying out floor modeling and bearing capacity checking calculation; 7, determining the formwork dismantling time; 8, dismantaling the formwork. The invention relates to a bearing capacity checking calculation and form removal construction method when concrete construction load orthographic projection of an upper-layer floor system is transmitted to a lower-layer floor system. Compared with the prior art, during multi-layer structure construction, the formwork configuration amount is saved by 1 / 3, the floor system support formwork removal time is shortened by 1 / 3, under the conditionthat the structure safety is ensured, a large number of formworks are saved, the construction period is greatly shortened, a large number of comprehensive expenses are saved, and the efficient and energy-saving green construction requirement is met.

Description

technical field [0001] The invention relates to a construction method for checking and calculating the bearing capacity of a floor under the action of a concrete construction load and removing the formwork, which belongs to the field of integration of structural design and construction technology, and is suitable for floor bearings of structural forms such as concrete well-shaped beams and primary and secondary beams in large-area public buildings Force checking and formwork demolition construction. Background technique [0002] At present, there are more and more large-scale public buildings such as teaching buildings, gymnasiums, libraries, and large shopping malls. However, the traditional construction methods use a huge amount of formwork and steel pipe supports, and are often forced to stop work due to the shortage of steel pipe rental market, and due to formwork purchase and production costs, The comprehensive construction costs such as steel pipe rental fees are high,...

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): G06F30/13E04G21/00E04B5/00G06F119/14
CPCE04B5/00E04G21/00G06F30/13G06F2119/14
Inventor 贾华远张东健左亭亭李刚
Owner SHANDONG GOLDENCITY CONSTR
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