Ultra-large dual-layer steel plate concrete silo prestressed technology and structure of ultra-large dual-layer steel plate concrete silo

A steel plate concrete and super-large technology, applied in the storage field, can solve the problems of bottom corridor deformation, vertical load increase, and high overall cost, and achieve the effect of increasing construction speed, reducing overall cost, and high overall cost

Inactive Publication Date: 2014-02-12
朱耀平
View PDF0 Cites 7 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The prestressed reinforced concrete structure silos all adopt integral pile foundation, which is difficult to construct on site, costs a lot for the foundation, consumes a lot of concrete, takes a long construction period, and overall costs are high
And after the materials are loaded in after completion, the bottom plate will be troubled by long-term internal stress brought by partial load
[0004] Steel structure steel silo structure silo: the wall of the steel silo structure is thin, the vertical force is poor, and it is easy to lose stability. When the silo stores cohesive materials, it is easy to form a wall, the vertical load increases sharply, and it is very easy to lose stability. rupture
Steel structure steel plate silo structure silos sometimes adopt the overall ring-shaped pile foundation, without pile foundation treatment inside, and the cost is reduced. The pressure from the ground will cause a large deformation, and the deformation will be uneven, which will cause the deformation of the bottom corridor and seriously affect the use.

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
  • Ultra-large dual-layer steel plate concrete silo prestressed technology and structure of ultra-large dual-layer steel plate concrete silo
  • Ultra-large dual-layer steel plate concrete silo prestressed technology and structure of ultra-large dual-layer steel plate concrete silo
  • Ultra-large dual-layer steel plate concrete silo prestressed technology and structure of ultra-large dual-layer steel plate concrete silo

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0036] A super-large double-layer steel plate concrete silo prestressing process is as follows: first excavate the foundation pit 16, and drive the pile foundation 12, such as image 3 Shown; excavate the original soil layer 15, when the underground water content is high, carry out the overall vacuum pumping and compaction of the base surface after the excavation, the base plate 11 is fixed on the original soil layer 15 by the pile foundation 12, as Figure 4 shown.

[0037] Installation cylinder assembly 3 - steel pipe pillar 31, combined annular support seat 32, steel structure cone 33, double-layer annular steel plate interlayer 34, canopy 6, central blanking cylinder 5, belt trestle 4, steel pipe pillar 31 is set on the foundation 1 on the base plate 11, such as figure 2 As shown; the double-layer annular steel plate interlayer 34 is connected with the steel pipe pillar 31 through the combined annular support seat 32, and the steel structure cone 33 is set at the combine...

Embodiment 2

[0045] A super-large double-layer steel plate concrete silo prestressing process is as follows: first excavate the foundation pit 16, and drive the pile foundation 12, such as image 3 Shown; excavate the original soil layer 15, when the underground water content is high, carry out the overall vacuum pumping and compaction of the base surface after the excavation, the base plate 11 is fixed on the original soil layer 15 by the pile foundation 12, as Figure 4 shown.

[0046] Installation cylinder assembly 3 - steel pipe pillar 31, combined annular support seat 32, steel structure cone 33, double-layer annular steel plate interlayer 34, canopy 6, central blanking cylinder 5, belt trestle 4, steel pipe pillar 31 is set on the foundation 1 on the base plate 11, such as figure 2 As shown; the double-layer annular steel plate interlayer 34 is connected with the steel pipe pillar 31 through the combined annular support seat 32, and the steel structure cone 33 is set at the combine...

Embodiment 3

[0054] A super-large double-layer steel plate concrete silo prestressing process is as follows: first excavate the foundation pit 16, and drive the pile foundation 12, such as image 3 Shown; when excavating the original soil layer 15, when the underground water content is high, the overall vacuum pumping and compaction of the base surface after excavation is carried out, and the steel pipe pillar 31 in the silo shell assembly 3 is lengthened to replace the pile foundation 12 in the foundation 1, directly Fix the pile foundation 12, save the secondary pouring of the foundation slab 11, and form a super-large double-layer steel plate concrete silo without a foundation slab structure, such as Figure 8 shown.

[0055] Installation cylinder assembly 3 - steel pipe pillar 31, combined annular support seat 32, steel structure cone 33, double-layer annular steel plate interlayer 34, canopy 6, central blanking cylinder 5, belt trestle 4, steel pipe pillar 31 is set on the foundation ...

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 an ultra-large dual-layer steel plate concrete silo prestressed technology and a structure of an ultra-large dual-layer steel plate concrete silo. The technology comprises the steps of firstly digging a foundation pit, hitting a pile foundation, making a foundation plate, mounting a silo assembly, and sealing the bottom of a silo; after the silo assembly and foundation water in the silo are prestressed for a certain time, pouring concrete into the silo assembly to form a dual-layer steel plate concrete silo wall and removing the water pressure after consolidation; prestressing the foundation in the silo for a certain time by the rest prestressed water filling body, removing the prestressed water, and finally performing secondary pouring on the foundation plate in the silo. The structure of the ultra-large dual-layer steel plate concrete silo comprises the foundation, a belt corridor, the silo assembly, a belt trestle, a central blanking drum, a rainshed and a bottom sealing film. The characteristics of strong pulling resistant performance of the steel plate and the strong crushing resistance of the concrete are utilized, so the soil is prestressed by the actual load of loaded materials; in the structure, a steel pipe support pouring concrete is adopted to replace a steel plate or concrete support, and a steel structure cone is used for replacing a reinforced concrete cone, so the problems that after the silo is put into use, the use of the foundation is influenced caused by unevenness and deformation due to unbalanced loading of the materials and the like are avoided.

Description

technical field [0001] The invention relates to the field of warehousing, in particular to a super-large double-layer steel plate concrete silo prestressing process and a matching ultra-large double-layer steel plate concrete silo structure. Background technique [0002] At present, the main structure of large silos mainly includes prestressed reinforced concrete structure and steel structure steel silo structure. [0003] The prestressed reinforced concrete structure silos all adopt integral pile foundations, which is difficult to construct on site, costs a lot for the foundation, consumes a lot of concrete, takes a long construction period, and overall costs are high. And after the materials are loaded in after completion, the bottom plate will be plagued by long-term internal stress caused by partial load. [0004] Steel structure steel silo structure silo: the wall of the steel silo structure is thin, the vertical force is poor, and it is easy to lose stability. When th...

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): E04H7/26E02D3/10E02D27/38
Inventor 朱耀平
Owner 朱耀平
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products