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Triangle mesh water treatment flocculation reaction pool

A triangular grid and water treatment technology, applied in the direction of settlement tanks, etc., can solve the problems of high grid cost, increased grid cost, waste of materials, etc., shorten the construction period of water plants, save installation auxiliary materials, reduce The effect of labor intensity

Active Publication Date: 2014-09-24
CHENGDU BISHUIQILI MUNICIPAL ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

These are very troublesome things. However, if this method is used, angle steel is required around the shaft wall to support the grid. As we all know, it is very troublesome to install angle steel around the shaft wall. Such processing is time-consuming. , labor-intensive, and a waste of materials, that is, time is delayed, and the cost of the grid will remain high. In addition, with the increase of labor costs, the cost of the grid will increase. The traditional grid only needs the size If it is too large (usually more than 1000mm), due to its own weight and its own reasons, the strength will be insufficient, it will be easily deformed or even broken, and it will be difficult to install, so it needs to be improved.

Method used

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  • Triangle mesh water treatment flocculation reaction pool
  • Triangle mesh water treatment flocculation reaction pool
  • Triangle mesh water treatment flocculation reaction pool

Examples

Experimental program
Comparison scheme
Effect test

Embodiment approach 1

[0025] Implementation mode one: if figure 2 -3 shows:

[0026] Adopt the triangular grid 2 whose cross-section is an equilateral triangle, the middle of the triangular grid 2 is hollow and adopts one-time injection molding, wherein the longitudinal ends of the triangular grid 2 are provided with flat steel 4, on the concrete shaft 7 according to The triangular grid 2 described in three layers is set in the upper, middle and lower layers, and multiple layers can also be set. Here, the interval between the upper layer and the middle layer is 600mm, the interval between the middle layer and the lower layer is 700mm, and the upper layer is 800mm away from its top surface. Wherein each layer of triangular mesh 2 is provided with flat steel 4 on the longitudinal ends, the longitudinal ends of triangular mesh 2 are connected and fastened by flat steel 4 and angle steel 6, and flat steel 4 penetrates through screw rod 5, and then passes through the upper and lower butterfly Shap...

Embodiment approach 2

[0027] Implementation mode two: if Figure 4 -5 shows:

[0028] A triangular mesh 2 with a regular triangle cross section is adopted, the middle of the triangular mesh 2 is hollow and formed by one-time injection molding, wherein the longitudinal ends of the triangular mesh 2 are provided with flat steel 4, and the supporting angle steel 6 passes through expansion bolts 1 are connected and fastened on the concrete shaft 7, and the triangular grid 2 whose section is an equilateral triangle is placed through the angle steel 6 at both ends as a whole. The triangular grid 2 is divided into multiple layers and arranged on the concrete shaft 7, wherein the grids of each layer are installed in dislocation. Here, on the concrete shaft 7, three layers of triangular grids 2 are set according to the upper, middle and lower layers. Here, the interval between the upper layer and the middle layer is 600 mm, the interval between the middle layer and the lower layer is 700 mm, and the upper ...

Embodiment approach 3

[0029] Implementation mode three: if Figure 6 -7 shows:

[0030] The triangular grid 2 whose cross section is an equilateral triangle is adopted, the middle of the triangular grid 2 is hollow and formed by one-time injection molding, wherein the longitudinal ends of the triangular grid 2 can save flat steel materials, and the supporting angle steel 6 is expanded by The bolts 1 are connected and fastened on the concrete shaft 7, and the triangular mesh 2 whose section is an equilateral triangle is placed through the angle steel 6 at both ends as a whole. The triangular grid 2 is divided into multiple layers and arranged on the concrete shaft 7, wherein the grids of each layer are installed in dislocation. On the concrete shaft 7, set the triangular grid 2 described in three layers according to the three-layer mode of the upper floor, the middle floor and the lower floor. Here, the interval between the upper floor and the middle floor is 600mm, the interval between the middle ...

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Abstract

The invention discloses a water treatment coagulation reaction equipment with equilateral triangular mesh, which is characterized in that: triangular mesh whose cross section is equilateral triangle is adopted, the center of the triangular mesh is hollow and formed by one-time injection molding, and the supporting angle steel passes through Expansion bolts are connected and fastened on the concrete shaft, and the triangular grid whose section is an equilateral triangle is placed through the supporting angle steel at both ends. The triangular grid water treatment coagulation reaction equipment of the present invention adopts a triangular cross-sectional structure, which can meet the requirements of its strength and force, and there is no trouble of dividing a grid into several pieces for installation, which simplifies installation and saves energy. costs.

Description

technical field [0001] The invention relates to water treatment flocculation reaction equipment, in particular to a triangular grid water treatment flocculation reaction tank. Background technique [0002] Traditional grids are usually formed into sheets by manual or mechanical processing. These sheet-like single-piece materials are interlaced and combined by manual or mechanical processing, and then welded and electrothermally processed according to the calculated flow area. , gluing and other means to assemble into a mesh, bucket, etc., that is, a grid will be divided into several pieces for installation. These are very troublesome things. However, if this method is used, angle steel is required around the shaft wall to support the grid. As we all know, it is very troublesome to install angle steel around the shaft wall. Such processing is time-consuming. , labor-intensive, and a waste of materials, that is, time is delayed, and the cost of the grid will remain high. In a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): B01D21/08
Inventor 岳全辉
Owner CHENGDU BISHUIQILI MUNICIPAL ENG
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