Method for determining blasting demolition order of deep foundation pit support beams

A technology for dismantling sequence and deep foundation pits, applied in excavation, infrastructure engineering, special data processing applications, etc., can solve problems such as life hazards for construction workers, tensile damage of support beams, accidents caused, etc., to eliminate safety hazards and create creative Strong and safe effect

Inactive Publication Date: 2016-10-26
WUHAN UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This demolition method often has a certain degree of blindness and cannot guarantee the safety and reliability of construction.
Demolition construction without scientific basis may lead to accidental damage to the support system of the deep foundation pit, mainly including: partial tensile damage or compression damage of the support beam, causing accidents; instability of the support beam as a whol

Method used

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  • Method for determining blasting demolition order of deep foundation pit support beams
  • Method for determining blasting demolition order of deep foundation pit support beams
  • Method for determining blasting demolition order of deep foundation pit support beams

Examples

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Embodiment 1

[0060] A method for determining the blasting demolition sequence of support beams in deep foundation pits. The method for determining the blasting demolition sequence described in this embodiment is:

[0061] Step 1. Partition

[0062] 1.1. According to the shape of the deep foundation pit support beam, the deep foundation pit support beam is divided into figure 1 The 6 regions shown.

[0063] 1.2. The number of supporting beams in each area divided in step 1.1 is less than 100, such as figure 1 As shown, the divided areas are numbered.

[0064] 1.3. Use ABAQUS finite element software to establish the finite element model of the deep foundation pit support beam, and determine the area N with the largest average pressure on the deep foundation pit support beam in all areas M These are the two areas V and VI in the middle, and the areas V and VI are at the end of the blasting demolition sequence, and are recorded as the last demolished area N M1 and N M2 .

[0065] Step 2...

Embodiment 2

[0117] A method for determining the blasting demolition sequence of support beams in deep foundation pits. The method for determining the blasting demolition sequence described in this embodiment is:

[0118] Step 1. Partition

[0119] 1.1. According to the shape of the deep foundation pit support beam, the deep foundation pit support beam is divided into image 3 The 6 regions shown.

[0120] 1.2. The number of supporting beams in each area divided in step 1.1 is less than 100, such as image 3 As shown, the divided areas are numbered.

[0121] 1.3. Use ANSYS finite element software to establish the finite element model of the deep foundation pit support beam, and determine the area N with the largest average pressure on the support beam in all areas M It is area III, and the area III is at the end of the sequence of blasting demolition, recorded as the last area N to be demolished M .

[0122] Step 2. Determine the ultimate compressive bearing capacity N of the positiv...

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Abstract

The invention relates to a method for determining a blasting demolition order of deep foundation pit support beams. According to the technical scheme, the method comprises the steps of partitioning the deep foundation pit support beams, building a deep foundation pit support beam finite element model, determining an area with the maximum average pressure value on the deep foundation pit support beams to be the finally demolished area N<M> and determining front-section ultimate compressive bearing capacity N<pressure> and front-section ultimate tensile bearing capacity N<tension> of the deep foundation pit support beams; eliminating the firstly demolished preliminary demolition scheme conforming to the condition according to the maximum displacement U of the deep foundation pit support beams, the maximal pressure f<pressure> of the deep foundation pit support beams and the maximum tension value f<tension> of the deep foundation pit support beams and employing the minimum value of the maximum displacement U of the deep foundation pit support beams as the firstly demolished preliminary demolition scheme; in a similar way, obtaining a second demolition scheme area, a third demolition scheme and a fourth demolition scheme; and finally determining the local demolition order of the areas. The method can meet the actual bearing requirements; the safety of constructors and surrounding buildings and structures can be ensured; the method conforms to the blasting construction characteristics; and the operability is high.

Description

technical field [0001] The invention belongs to the technical field of blasting demolition of support beams. In particular, it relates to a method for determining the blasting demolition sequence of support beams in deep foundation pits. Background technique [0002] With the development of urban construction, domestic high-rise buildings are increasing day by day, and correspondingly, large-scale deep foundation pit supporting beam demolition projects have also increased in large numbers, making the deep foundation pit supporting beam demolition technology widely concerned. The blasting demolition method is widely used in China because of its high efficiency, short construction period and moderate cost for demolishing support beams in deep foundation pits. For the blasting demolition of large deep foundation pit supports, the safety of blasting demolition mainly considers two aspects: one is the impact of blasting on the stability of deep foundation pits, and the other is ...

Claims

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Application Information

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IPC IPC(8): G06F17/50E02D17/04
CPCE02D17/04G06F30/23
Inventor 钟冬望司剑峰李琳娜何理朱宽刘建成黄小武殷秀红操鹏涂圣武黄雄陈晨
Owner WUHAN UNIV OF SCI & TECH
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