Water reservoir and design calculation method thereof

A technology for storage tanks and pools, applied in protection devices, buildings, infrastructure engineering, etc., can solve the problems of cumbersome active anti-floating management, increased labor costs, and high foundation requirements, so as to protect groundwater resources, save costs, and avoid pollution Effect

Active Publication Date: 2020-09-25
金建工程设计有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Aiming at the problems in the prior art of high cost of passive anti-floating design, high foundation requirements, cumbersome active anti-floating management and increased labor costs, the present invention provides a water storage tank capable of automatic drainage and anti-floating and its design calculation method

Method used

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  • Water reservoir and design calculation method thereof
  • Water reservoir and design calculation method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0094] Step S02: Calculate the anti-floating stability safety factor K according to the load of the reservoir w When the requirements are met, the buried depth of the groundwater table outside the reservoir;

[0095] Step S03: determine the height of the seepage pipe 6 and the one-way valve 7 installed on the side wall of the reservoir;

[0096] According to the automatic drainage and anti-floating method of the present invention, instead of making plain concrete counterweight, the method of lowering the groundwater level is used to calculate the minimum buried depth h of the groundwater level w1 , which is the installation height of the first layer of seepage pipe, such as figure 1 and figure 2 shown.

[0097] Buoyancy value N w,k Calculated as follows:

[0098] N w,k =A 1 ·(h 2 + h 3 -h w1 )·γ w

[0099] Calculate N w,k =7560-1890h w1

[0100] Depend on have to

[0101] get h w1 ≥2.67m.

[0102] In order to ensure that the anti-floating requirements ar...

Embodiment 2

[0135] Step S06: Calculate the anti-floating stability safety factor K when the one-way valve 7 is closed w Whether the requirements are met, if yes, then execute step S07; if not, then repeat step S02 to step S06;

[0136] When the water level in the pool exceeds the installation height of the first layer of check valve 7, the first layer of check valve 7 is closed now, and the groundwater level outside the pool near the reservoir begins to rise. The water storage level 2 in the pool is considered to be consistent with the installation height of the one-way valve 7, and the groundwater level outside the pool near the reservoir is considered to be buried in the same depth as the original groundwater level (the most unfavorable case), and the anti-floating stability at this time is calculated, as image 3 shown.

[0137] At this time, by

[0138] Anti-floating stability does not meet the requirements, so it is required to install a second layer of drainage pipe.

[0139] W...

Embodiment 3

[0155] When the water level in the pool exceeds the installation height of the second layer of check valve 7, the two layers of check valve 7 are closed now, and the groundwater level outside the pool near the reservoir begins to rise. The water storage level 2 in the pool is considered to be consistent with the installation height of the second-layer one-way valve 7, and the groundwater level outside the pool near the reservoir is considered to be buried in the same depth as the original groundwater level (the most unfavorable case), and the anti-floating stability at this time is calculated. Such as Figure 5 shown.

[0156] At this time, by

[0157] Anti-floating stability does not meet the requirements, so a third layer of drainage pipe 6 is required.

[0158] When the water level in the pool exceeds the installation height of the second layer of check valve 7, the lower two layers of check valve 7 are all closed this moment. The water level in the pond is considered ...

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Abstract

The invention relates to a water reservoir. The water reservoir comprises a water reservoir body and a seepage discharging layer; the water reservoir body comprises a water reservoir bottom and a water reservoir side wall; the seepage discharging layer is arranged at the water reservoir bottom and the periphery of the water reservoir side wall; the seepage discharging layer is internally providedwith transverse seepage collecting pipes and vertical seepage collecting pipes which are criss-crossed and communicate; seepage holes are formed in the side walls of the transverse seepage collectingpipes and the vertical seepage collecting pipes; the vertical seepage collecting pipes communicate with seepage discharging pipes; and the seepage discharging pipes pass through the side wall of the water reservoir and communicate with one-way valves in the water reservoir body. The invention also discloses a design calculation method of the water reservoir. With the arrangement of the transverseseepage collecting pipes and the vertical seepage collecting pipes which are criss-crossed and communicate in the seepage discharging layer, water in the seepage discharging layer is automatically collected into the water reservoir, so that the buoyancy of the seepage discharging layer to a building above the seepage discharging layer is reduced and the safety of the building is ensured; and withthe arrangement of the one-way valves, groundwater in the seepage discharging layer can only flow in one direction, so that the groundwater is prevented from being polluted.

Description

technical field [0001] The invention relates to the field of building anti-floating technology, in particular to a water storage tank and a design calculation method thereof. Background technique [0002] The buoyancy of groundwater to underground buildings follows Archimedes' principle. When the buoyancy of water is greater than the weight of the building, if no anti-floating measures are taken, the building will be damaged by floating. In view of the buoyancy exerted by groundwater on buildings, there are currently two main methods of anti-floating and passive anti-floating. Among them, the passive anti-floating is to use the bottom plate of the pool as the force-transmitting member to resist the buoyancy, and the buoyancy is transmitted to the anchor components in the foundation (such as anti-floating pile foundation, rock-soil anchor rod, etc.) and then transmitted to the rock-soil foundation, that is, The so-called anchoring method; there is also the gravity of the cou...

Claims

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Application Information

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IPC IPC(8): E02D31/12
CPCE02D31/12
Inventor 田祥陈欢任光伟李瑞林白娥贾晔王敬瑞张强强孙天荣马浩翔孙佳辉
Owner 金建工程设计有限公司
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